lay (ap=743 242) COLLECTION | MP 1—72
SS
Groins : An Annotated Bibliography by y J.H. Balsillie
and Z R.O. Bruno
MISCELLANEOUS PAPER NO. 1—72 APRIL 1972
U. S. ARMY, CORPS OF ENGINEERS COASTAL ENGINEERING oe RESEARCH CENTER
456 U3
no. |-#+2+ Approved for public release; distribution unlimited.
Limited free distribution within the United States of single copies of this publication is made by:
Groins: An Annotated Bibliography by J.H. Balsillie
and R.O. Bruno
MISCELLANEOUS PAPER NO. 1—72 APRIL 1972
U. S. ARMY, CORPS OF ENGINEERS
COASTAL ENGINEERING RESEARCH CENTER
Approved for public release; distribution unlimited.
ABSTRACT
A groin is a shore protective structure built (usually perpendicu- lar to the shore) to trap littoral drift or to retard erosion of the shore. Considering all types of shore protective structures used by coastal engineers, the groin is one of the most controversial and most difficult to design. Because the functional and structural guidelines for design are incomplete, many groin installations fail to fulfill their intended purpose. CERC supports a continuing research program devoted to gaining a better understanding of groins. This bibliog- raphy evolved from the groin research program.
About 460 articles published since 1900 on groins and groin-type structures are presented in this bibliography. Annotations accompany each bibliographic entry where possible. Indexes of authors, titles, and subjects are included to aid the researcher. Unavailable litera- ture such as foreign articles, although not annotated, are included as entries in both the annotated section and the indexes.
FOREWORD
This bibliography was compiled by J. H. Balsillie and R. O. Bruno under the general supervision of D. W. Berg, Chief, Evaluation Branch, and G. M. Watts, Chief, Engineering Development Division.
Indexes of the bibliography were automated by the use of a computer. Programs used were prepared by M. Keplinger of the National Bureau of Standards and B. R. Sims of the Coastal Engineering Research Center.
Mr. Sims adapted these programs specifically for the compilation of this bibliography.
At the time of publication, Lieutenant Colonel Don S. McCoy was Director of CERC; Thorndike Saville, Jr. was Technical Director.
NOTE: Comments on this bibliography are invited. Readers who find omissions or errors are urged to submit their suggestions.
This report is published under authority of Public Law 166, 79th Congress, approved July 31, 1945, as supplemented by Public Law 172, 88th Congress, approved November 7, 1963.
INTRODUCTION:
USE OF BIBLIOGRAPHY:
ANNOTATED BIBLIOGRAPHY :
AUTHOR INDEX:
TITLE INDEX:
KEY WORDS AND CATEGORIES:
DEFINITIONS OF KEY WORDS:
KEY WORD INDEX:
CONTENTS
Page No.
200
205
INTRODUCTION
Groins are shore protection structures, usually built perpendicular to the shore, that function to trap littoral drift or retard erosion of the shore. This annotated bibliography is intended to provide a ready source of published information on groins and groin-like structures.
The Coastal Engineering Research Center (CERC) and its predeces- sor, the Beach Erosion Board, have for many years been investigating groins both in the field and laboratory. During the past several years, the emphasis placed:on investigation of groins has increased. As a result, a study is now underway to determine functional and structural behavior of groins to improve guidelines and criteria for use in their design.
As part of this investigation, the available literature was re- viewed. It became apparent that the results of this review would assist others; thus, this bibliography has been compiled and published.
463 articles, published since 1900, on groins and groin-like structures are referenced by this bibliography. Appropriate annota- tions are provided to assist the investigator. Additionally, cross- referenced indexes for author, title, and subject have been included to facilitate access to the annotated section.
USE OF BIBLIOGRAPHY
Each entry of the bibliography consists of a code number, title, author, source, annotation, and key word list. These entries appear in consecutive order of code numbers, the code number depending in part upon the year and month of publication, as:
ASZ 0 BAG GER OROROM2
Year: 1942 Month: April Serial Number
Where the year or month of publication cannot be determined zeros are substituted.
For articles or reports which have been published the appropriate citation is given. At the end of the source citation, call numbers of those entries held in the CERC Library appear in parentheses.
Annotations are an integral part of this compilation. Even so, many articles, such as foreign and domestic articles that were unavail- able to the authors or untranslated foreign articles have not been annotated. In some cases, the titles of foreign articles, have been translated to indicate the content of the article. U. S. Congress House Documents have not been annotated because of their similarity of
text, large number, and easy availability. All of this literature, however, is referenced in the annotated bibliography in correct se- quence, and in the indexes under the appropriate headings. Notation for articles not annotated which appear in the indexes is as follows:
NA - BEACH EROSION AT SANTA BARBARA CALIFORNIA 3803GRO001
Special utility of the bibliography lies in its indexes. The author index is an alphabetical listing; the title index is an alpha- betical listing of words taken out of context of the titles. To provide a subject index, key words were chosen; all articles were keyed to this listing. Before using the subject index the researcher should refer to the key-word list (page 199) to choose the subjects of interest.
In most cases the meanings of the key words are straightforward.
However, to clarify any confusion that may result, a list of defini- tions for the key words follows the key word list (page 200).
vi
"One Aspect of the Dynamics of a Coast 0000GRO001 Partly Protected by a Row of Groynes"
Bakker, W. T., Unpublished Manuscript.
(TC337 .B168)
A mathematical theory is given about phenomena caused by groin construction. Onshore and offshore transport are considered, but not the influence of wave refraction and diffraction. Effects of groins found in this study are: (1) in the middle of the protected part of the coast the same processes occur as without groins, but slower; (2) there are edge effects at the ends of a system where much more accretion and erosion occur than without groins; and (3) the rate of effect of the system depends upon the spacing of the groins.
Key Words - Theory/Erosion/Accretion/System/Transport-normal/
"The Coastal Dynamics of Sand Waves and the 0O000GRO002 Influence of Breakwaters and Groynes"
Bakker, W. T., Unpublished Manuscript.
pp. 1-7. (V.F. 3249-a BAK)
At a coastline where littoral transport by waves prevails, pro- gresSive sand waves can exist, if there is a periodical varying dis- turbance at one point on the coast and the coastline is at rest at more than half a wavelength distance. These sand waves (or mega- ripples) move from the point of disturbance to the part of the coast- line that is at rest, independent of the direction of the littoral transport. Wavelength increases with the period, but the velocity of propagation decreases. A groin reflects a part of the sand wave. The amplitude of the sand wave near the groin on the side of the disturbance increases; a decrease occurs on the other side of the groin.
Key Words - Theory/Impermeable/Erosion/Accretion/
"Influence of Protective Works on the Erosion 0000GR0003 of the West Coast of Sylt, North Sea Coast of Germany"
Easicher On, shrans lation. 12) pple “(E275 jh9))
Measurements of the beach on the west coast of Sylt showed that groins and other existing protective structures were independent of subsequent successions of accretion and erosion. The author proposes that original studies maintained over a short period of time were applied to a long period and did not constitute a proper basis for con- clusions for beach protection.
Key Words - Europe/Accretion/Erosion/1900-1949
"Model Tests of Beach Break at the End of 0000GRO004 Stabilized Coastal Beaches (Lee-Erosion)"
Hansen, W., Proceedings of the Testing
Institute of Hannover, Hannover, Germany,
No. 10, pp. 86-119.
Key Words - Not Annotated/
"The Wosenitz Precast Permeable Groin" 0000GRO005 Wosenitz, W. B., The Permagroin Company, Inc., Dania, Florida.
This brochure states that the Wosenitz concrete permeable groin, precast with steel reinforcing rods, is specifically designed to assist in building up beaches to a gradual energy-absorbing slope which is the natural method of controlling erosion. Field examples are provided.
Key Words - Wosenitz/Concrete/Permeable/Steel/Piling/Structural- design/Const-procedure/Accretion/Field/Erosion/ S. Atlantic/1965-1969/Patent/
"The Budd Horizontally Permeable Groin 0000GRO006 System for Beach Erosion Control and
Rebuilding Sand Beaches"
Anonymous, E. § E. Associates, Venice,
Florida, 8 pp. (Brochure)
Brochure presents photographic coverage of Budd groins con- structed in Florida, and shows their effects.
Key Words - Concrete/Budd/Permeable/Field/Photographic/System/ Accretion/S. Atlantic/1960-1964/1965-1969/
"On the Length and the Internal Structure 0000GRO007 of Seashore Groins"
Sato, S., Journal of Research, Public Works
Research Institute, Vol. 1, No. 4.
Key Words - Not Annotated/
"The Principle of Increasing Permeability in 0000GRO008 Groin Construction" Wood, S. M., A Treatise on a Modern Method of
Protecting Waterfront Property, Lake Bluff, Illinois, 3 pp. (TC330 .W879)
Author gives an introduction to use of groins. He says that the best groin design is that of increasing permeability seaward.
Key Words - Permeable/Misc-plan/Theory/
"Man Against the Sea: A Guide to Erosion Control" 0000GRO009 Anonymous, Makepeace Wood, Inc., The Islander Pub. Co., Anna Maria, Florida. (Brochure) (TC330 W879)
Structural design of S. M. Wood permeable groins is presented in this company brochure. Photographic coverage of various sites where Wood groins have been constructed is given.
Key Words - S. M. Wood/Permeable/Structural-design/S. Atlantic/ Misc-plan/Erosion/Accretion/
"The Protection and Improvement of Foreshores by 0306GRO001 the Utilization of Tidal and Wave Action"
Allanson-Winn, R. G., Transactions of the
American Society of Civil Engineers, Vol. 50,
June, 1903, pp. 66-94
Case groins, constructed of timber, with a long, low design, and economical to build are discussed relative to groins of other designs. A field study is presented in favor of Case groins where the author states that an analogy of small obstructions (Case groins) and the multiplication of small results gradually brings about desired beach buildup.
Key Words - Timber/Long/Low/Economics/Europe/High/Scour/Erosion/ Accretion/Field/Case/Misc-plan/1900-1949/Impermeable/ System/Structural-design/
"Coast Erosion and Foreshore Protection" 0800GRO001 Owens), Ja oe Casi mG. WOh Chapter slay St. Bride's Press, London, 1908.
Constructional details of various types of groins, jetties, sea- walls, and bulkheads are given. Details about spacing, height, and desired effect of groins are discussed briefly.
Key Words - Low/Accretion/Structural-design/
"Coast Erosion and Protection on Long 1508GRO001 Island and New Jersey"
Case, G. O., Engineering News, Engineering,
Chemical §& Marine Press Ltd., London, Vol. 74,
No. 10, Sept., 1915, pp. 439-442
(V.F. 1350 8/19/15)
Failures of high groins and vertical bulkheads as coast pro- tection works are discussed. Proper methods of design and construction of low groins which have proved successful and their application to construction in New Jersey and Long Island are presented.
Key Words - N. Atlantic/Long/Low/Concrete/Timber/Structural-design/ Economics /Impermeab1le/High/
"Coney Island Public Beach and Boardwalk 2300GRO001 Improvement"
Farley, P. P., The Municipal Engineers
Journal, Fourth Quarterly Issue, 1923,
32) ppew @G3S45, .N7SE2)
As part of the Coney Island Improvement project during the early 1920's a system of high impermeable groins was constructed. The groins were not designed to accumulate sand but rather to retain the sand which was pumped between them, to reduce scour by confining the sand between the high barriers, and to break up the sea in time of storm.
Key Words - N. Atlantic/System/Misc-plan/Artificial-fill/Timber/Piling/ Rubb le-mound/High/Long/ Impermeable/Scour/Field/Structural- design/1900-1949/
"Causes of Coast Erosion and Accretion" 2600GRO001 Case, G. 0., The Surveyor, and Municipal
and County Engineer, London, Vol. 69,
NOM 77/9268
Key Words - Not Annotated/
"Sea Defence: Erosion and Protection on a 2712GRO001 Sandy Coast"
Mobbs, S. W., The Surveyor, and Municipal
and County Engineer, London, Dec., 1927.
WHAERIS39))
British (1927) methods for the construction of timber and con- crete groins and their costs are presented.
Key Words - Europe/Timber/Impermeable/Concrete/Steel/Structural- design/Economics/1900-1949/Mobbs/Field/
"Tests with Scale Models to Determine the 2806GRO001 Effect of Currents and Breakers upon a Sandy
Beach, and the Advantageous Installation of
Groins"
Kressner, B., Bautechnik, Berlin, Vol. 25,
June, 1928. (Translation GC211 .K1)
A comprehensive research paper. Report deals with experiments concerning existing groin structures found along the German coastline. Groin models were used to experimentally find advantageous construction design. Length, spacing, accretion, leeward erosion due to coastal currents were qualitatively evaluated through experiments.
Key Words - Europe/Experimental/Model/Accretion/Erosion/ Impermeable/ Theory/
"Die Buhnenwirkung" 2806GRO002 Winkel, R., Die Bautechnik, Berlin, Vol. 6, No. 27, Juney) 192889 ((VEES% 35100)
Translated Title: ''The Action of Groins"
Key Words - Not Annotated/
"Detail of Concrete Block Used in Groins 2902GRO001 Constructed at Montecito, Calif."
Leeds and Barnard, Feb., 1929, Consulting
Engineers, Los Angeles, Calif.
(V.F. 3101)
Design plans for proposed concrete blocks that were used on the Montecito (Santa Barbara), California, groin project are pre- sented.
Key Words - S. Pacific/Concrete/Geometric-shapes/Impermeable/
"The North Shore Versus Lake Michigan" 3011GRO001 Wood, S. M., A Treatise on Methods of
Saving Lake Front Property, Lake Bluff,
Illinois, 1930. (Brochure) (V.F. 3104)
Book discusses in a non-technical manner the problem of lake front protection as it affects property owners along the North Shore of Lake Michigan. Fully illustrated; the book gives examples of poor groin construction as well as satisfactorily performing groin structures of different design.
Key Words - Permeable/S. M. Wood/High/Impermeable/Timber/Steel/ Short /Accretion/Misc-plan/Rubble-mound/Low/T-groin/ Long/Scour/Erosion/1900-1949/Great Lakes/Field/ Single/System/
"Report of Advisory Board on Beach 3012GRO001 Protection, Los Angeles County"
Advisory Board on Beach Erosion,
Dec., 1930, Los Angeles, Calif., 53 pp.
Views by the Advisory Board are expressed about advantageous structural design of groins so that existing structures be made more effective and gradually build a uniform beach.
Key Words - Timber/Low/Scour/Accretion/Concrete/Steel/Piling/High/ System/Long/Short/Single/Erosion/1900-1949/Structural- design/
"Report to the Fifteenth International 3100GRO0001 Congress of Navigation"
Pala, F., and d'Arrige, A., Fifteenth International
Congress of Navigation, Permanent International
Association of Navigation Congresses, Brussels,
2nd Section - Ocean Navigation, 2nd Question,
No. 79, 1931, 24 pp. (TCS .In8n)
The theory and purpose of groins, their design, and examples are discussed in this report on coastal erosion and shore protective structures.
Key Words - Impermeable/Accretion/Single/System/Short/Timber/Theory/ Field/Europe/1900-1949/Misc-plan/
"Report to the Fifteenth International 3100GR0002 Congress of Navigation"
Schmidt, R., and Heiser, I., Fifteenth
International Congress of Navigation,
Permanent International Association of
Navigation Congresses, Brussels, 2nd Section -
Ocean Navigation, 2nd Question, No. 73, 1931,
31 pp. (TCS .In8n)
The theory and purpose of groins, their design, and examples are presented in this report on coastal erosion and shore protection structures.
Key Words - Accretion/Europe/1900-1949/System/Structural-design/ Misc-plan/Const-procedures/Single/Piling/Rubble-mound/ Timber/Impermeable/Erosion/
"Sea Walls and Groins of Steel Sheeting 3105GRO001 Stabilize Miami Beach"
Taylor, L. B., Engineering News-Record,
McGraw-Hill Pub. Co., Vol. 106, No. 19,
May 1931, pp. 760-762.
This article gives the plans, cost and performance of a groin that was constructed at Miami Beach. The steel groin consisted of Larsen steel sheetpiling.
Key Words - Const-procedure/Economics/Steel/Structural-design/Timber/ Piles/Impermeable/
"Sand Movement and Beach Erosion" 3106GRO001 Dent, E. J., Civil Engineering, ASCE,
Vole Non Se June yal Sie 821-826
WE 291)
Economic and esthetic solutions for problems of shore protection are discussed. High and low groins are discussed in light of the effect desired under specific beach and littoral conditions.
Key Words - High/Long/Single/System/Low/Economics/Misc-plan/N. Atlantic/ 1900-1949/
"Fort Fisher, N. C." 3201GRO001 U. S. Army, Corps of Engineers, House
Document No. 204, 72d Congress, 1st Session,
Jan., 1932.
Key Words - House Document/Not Annotated/
"Protection of Coasts Against the Sea, with 3202GRO001 or without Preponderating Coastal Drift of Materials"
Coen-Cagli, M. E., World Ports, American Shore and Beach Preservation Association, Vol. 20, No. 4, Feb., 1932, pp. 286-293
The design and method of construction of groins for the protection of sand and pebble beaches must be preceded by a careful study of the locality and all forces acting on the coast. Groin height, length, the terminal groin, and groin spacing are considered.
Key Words - Misc-plan/Structural-design/Accretion/Erosion/Terminal/ Single/System/Timber/ Impermeable/1900-1949/
"Du-Plat-Taylor Adjustable Screw Pile 3306GRO001 Groynes"
Anonymous, The Engineer, London, June, 1933,
4 pp. (LC2S57 RBIS)
An adjustable screw pile groin was developed in England. The screw piles, 8 to 10 feet long, are tubular with iron screws cast on to them. The planks are held to the piles by retaining collars.
Slotted arrangement of bolt oles allows the planks to assume a con- Siderable angle with the horizontal in the vertical plane. Advantages of these groins are cheapness, rapidity of construction, and facility of adjustment.
Key Words - Low/Timber/Du-Plat-Taylor/Structural-design/Impermeable/ Adjustable/
"Art of Forming Protective Beaches" 3309GRO01 Wood, S. M., U. S. Patent Office, Patent No. 1,928,473, Sept., 1933, 3 pp.
This patent presents a permeable stone groin design by S. M. Wood.
Key Words - Structural-design/Great Lakes/System/Rubble-mound/Concrete/ Permeable/ Impermeable/Scour/Accretion/Patent/
"Groynes'"' 3400GRO001 Matthews, E. R., Coast Erosion and Protection,
3rd ed., Charles Griffin and Co., Ltd.,
London, 1934, 228 pp. (TC330 .M43)
Two chapters in this text deal with groins. Efficiency and cost of different groin designs as compared to that of Case-groins are given with reference to specific construction projects on the coast of Great Britain. The author gives a three-part presentation dealing with (1) high timber groins, (2) low timber groins, (3) concrete-block groins.
Key Words - Concrete/Timber/Misc-materials/Field/High/Low/Long/ Structural-design/Case/System/1900-1949/Economics/ Piling/Short/Impermeable/Europe/
"Wrightsville Beach, N. C." 3401GRO001 U. S. Army, Corps of Engineers, House Document No. 218, 73d Congress, 2d Session, Jan., 1934.
Key Words - House Document/Not Annotated/
"Beach Erosion at Galveston, Tex." 3406GRO001
U. S. Army Corps of Engineers, House Document No. 400, 73d Congress, 2d Session, June, 1934.
Key Words - House Document/Not Annotated/
"Permeable Groins of Concrete Check Beach 3500GRO001 Erosion"
Howard, E. A., Engineering News-Record,
McGraw-Hill Pub. Co., Vol. 114, No. 17,
1935.
Key Words - Not Annotated/
"Beach Erosion at Folly Beach, S. C." 3404GRC001 U. S. Army Corps of Engineers, House Document
No. 156, 74th Congress, lst Session, Apr.,
1935.
Key Words - House Document/Not Annotated/
"Jetty" 3505GRO001 Wood, S. M., U. S. Patent Office, Patent No. 2,000,312, May, 1935, 3 pp.
This patent presents a groin design which will provide outwardly increasing permeability. S. M. Wood groin designs are usually for Great Lakes use, but this design is recommended for ocean use.
Key Words - Patent/Structural-design/Permeable/Piling/Concrete/Timber/ Steel/Const-procedure/Erosion/Scour/Accretion/
"Jetty" 3505GRO002 Wood, S. M., U. S. Patent Office, Patent No. 2,000,311, May, 1935, 4 pp.
An S. M. Wood groin design is presented in this patent. The design utilizes precast concrete units held by piling. Its characteristics also include permeability and use for lakeshore protection.
Key Words - Patent/Structural-design/Concrete/Const-procedure/ Timber/Piling/Steel/Permeable/
"Beach Erosion at Compo Beach, Westport, Conn." 3506GRO001 U. S. Army Corps of Engineers, House Document No. 239, 74th Congress, lst Session, June, 1935.
Key Words - House Document/Not Annotated/
"A New Method of Construction in Coast 3507GRO001 Erosion Control"
Wood, S. M., Bulletin of the Associated State
Engineering Societies, July, 1935.
Author discusses the inadequacies of impermeable groins and promotes the permeable concept for groin design.
Key Words - Concrete/Permeable/Impermeable/Accretion/High/Scour/
"Die Schutzbauten auf der Insel Borkum" 3512GRO001 Hibben, B., Bautechnik, Berlin, Vol. 13,
Now 53, Dec.201935, pp.- 692-712. (Translation,
V.F. 2023)
Construction, performance, maintenance, of various types of groins and seawalls, and a review of reef and inshore changes at Borkum Island are presented.
Key Words - Misc-plan/Structural-design/Maintenance/1900-1949/ System/Field/Piling/Timber/Steel/Const-procedure/ Economics /Rubb1le-mound/Erosion/Accretion/Impermeable/ Permeable/
"Reissue Patent No. 19,786" 3512GR0002 Wood, S. M., U. S. Patent Office, Dec. 1935.
Key Words - Not Annotated/
"Certain Points about Erosion, Costs, 361GRO001 and Measures of Protection"
Beach, L. H., Shore and Beach, American
Shore and Beach Preservation Assoc.,
Voll IVE Noe ly Janta, 1956) pp oli 55
(TC330 .Am3)
Advantages of short groins are discussed. Short groins can always be extended. Permeable groins are held to be effective, but their cost, it is argued, is not economical.
Key Words - Short/Long/Permeable/Economics/
"Beach Erosion at Jacob Riis Park, Long 3601GRO002 Tsitiand), Ne Ye!
U. S. Army Corps of Engineers, House
Document No. 397, 74th Congress, 2nd
Session, Jan., 1936.
Key Words - House Document/Not Annotated/
"Mesh Jetties" 3602GRO001 Herbesit, is Ra. Jr, iFebs, 193565 athe
Consolidated Expanded Metal Company,
Wheeling, West Virginia. (V.F. 66)
Blueprints show design of mesh groins (referred to in article as jetties) constructed of steel. Permeable groins consist of 9-foot sections, 10 inches in diameter. The blueprints are pilot plans for a project at Wheeling, West Virginia.
Key Words - Low/Steel/Permeable/N. Atlantic/1900-1949/Structural- design/Const-procedure/Misc-materials/Adjustable/
"Round-Table Discussion" 3604GRO0001 Anonymous, Shore and Beach, American Shore and
Beach Preservation Assoc., Vol. 4, No. 2,
Apr., 1936, pp. 55-56. (TC330. Am3)
Permeable steel groins are discussed in regard to construction, abrasion and corrosion, and performance.
Key Words - S. Atlantic/Concrete/Steel/Const-problems/Scour/System/ Permeable/
"Jacob Riis Park" 3604GR0002 Anonymous, Shore and Beach, American
Shore and Beach Preservation Assoc., Vol. 6,
No. 2, Apr., 1936, pp. 64-65. (TC330 .Am3)
A system of 24 groins was constructed, and attached to a bulkhead. The groins have been effective in preventing material changes, but their impounding capacity is practically exhausted. - Further steps for beach protection are provided. One of these, groin extension, is evaluated.
Key Words - N. Atlantic/System/Economics/ERosion/1900-1949/
"Galveston Beach Construction" 3604GRO0003 Anonymous, Shore and Beach, American Shore
and Beach Preservation Assoc., Vol. 4,
No. 2, Apr., 1936, p. 66. (TC330 .Am3)
Initial plans and costs for a 10-element groin system near Galveston, Texas, are given.
Key Words - Texas Gulf/System/Economics/Misc-plan/
"Some Data on Beach Protection Works" 3605GROO001 Lipp, M. N., Civil Engineering, ASCE, Vol. 6, No. 5, May, 1936, pp. 291-295.
Describes various types of shore protection works. Deterioration of shore protection works along the Florida East Coast between Miami Beach and Palm Beach is reviewed. Included are granite jetties, bulk- heads, and groins made of concrete, steel, and treated and untreated timber.
Key Words - Concrete/Steel/Timber/S. Atlantic/System/Rubble-mound/ Structural-design/
"Participation of Federal Relief Agencies 3607GRO001 in Beach Protection Projects"
Thompson, S. G., Shore and Beach, American
Shore and Beach Preservation Assoc., Vol. 4,
No. 3, July, 1936, pp. 89-92. (TC330 .Am3)
Plans and costs of a groin system are presented for a section of the Georgia coastline.
Key Words - S. Atlantic/High/Low/Economics/Misc-plan/
"Investigations of Steel Sheet Piling" 3607GRO0002 Rhodes, R. F., U. S. Army Corps of Engineers,
Savannah District, Report to Beach Erosion
Board, Unpublished, July, 1936, 59 pp.
(TC685 .US5)
Report gives detailed data on the condition of sheet steel piling protection structures, including groins, constructed along the Florida coast. Design criteria and photographic coverage are included.
Key Words - Piling/Steel/S. Atlantic/Photographic/System/Short/High/ Long/Low/Structural-design/Field/Const-problems/ 1900-1949/Impermeable/
"California's Beach Erosion and Development 3610GRO0001 Problems"
Leeds, C. T., Shore and Beach, American Shore
and Beach Preservation Assoc., Vol. 4, No. 4,
Oct.) 19365 spp) 162-1695) (13530) 3Am3)
Presented is a summary of the types of groins constructed along California's coastline. The author stresses that groin direction should be governed by prevailing wind direction.
Key Words - California/Timber/Short/High/Accretion/Erosion/Steel/Low/ Concrete/Structural-design/Const-problems/Impermeable/
"Construction and Maintenance of the Public 3610GRO002 Beach at Rockaway Beach, Borough of Queens"
Steiner, C. T., The Municipal Engineers
Journal, Paper 181, Oct., 1936, pp. 107-122.
(V.F. 3079)
To preserve the beach at Rockaway, it was realized that a comprehensive system of defense was necessary. Information gained from studies of the beach indicated that groins should be spaced about the same distance apart as their lengths, and a beach with about one-half this length could be maintained. Construction and design, cost, and success of groins as well as other protective struc- tures are discussed.
Key Words - N. Atlantic/System/1900-1949/Structural-design/ Impermeable/Permeable/Economics/Field/Low/Erosion/ Accretion/Timber/Const-procedure/Const-problems/ Maintenance
"Report of the Foreshore Erosion Board" 3612GRO001 Green, H. J., ed., Dec., 1936, Government Printer, Melbourne, Australia. (V.F. 1341)
A comprehensive report on the problem of erosion in the vicinity of Port Phillip, Australia, this paper contains a section on groins dealing with their purpose, design, and construction.
Key Words - Australia/Accretion/Erosion/Concrete/Timber/Rubble-mound/ Scour/Permeable/Impermeab1le/Low/1900-1949/
"Beach Erosion at Manasquan Inlet, N. J., 3701GRO001 and Adjacent Beaches"
U. S. Army Corps of Engineers, House Document
No. 71, 75th Congress, 1st Session, Jan.,
1937.
Key Words - House Document/Not Annotated/
"Coast Protection on the North Sea Coasts of 3703GRO001 Holland, France, Belgium and Germany"
van der Burgt, J. H., The Royal Engineers
Journal, The Institution of Royal Engineers,
Chatham, England, Mar., 1937, 13 pp.
(WEES 2311)
Groins on the North Sea have in the past been built with materials found close-at-hand and without understanding the purpose served by each component part of the protective work. Design of existing groins. and other protective structures, failure of designs, and a design proposal for groins are presented.
Key Words - Europe/Erosion/Structural-design/Impermeab1le/Permeab1le/ Piling/Rubble-mound/Shoaling/Misc-materials/Field/
"Beach Erosion at Hollywood Beach, Fla." 3705GRO001
U. S. Army Corps of Engineers, House Document No. 253, 75th Congress, Ist Session, May, IOS
Key Words - House Document/Not Annotated/
"Round-Table Discussion of Shore Problems in 3710GRO001 Relation to Recreation"
Anonymous, Shore and Beach, American Shore
and Beach Preservation Assoc., Vol. 5, No. 4,
Oct., 1937, pp.. 129-140. (TC330 .Am3)
Groin construction and effectiveness are presented. A discussion of permeable groins compared with low groins is given.
Key Words - Texas Gulf/System/Steel/Accretion/Long/Erosion/Permeable/ Impermeable/Low/Piling/
"Jetty" 3711GRO001 Wood, S. M., U. S. Patent Office, Patent No. 2,099,249, Nov., 1937, 3 pp.
This patent presents an S. M. Wood groin design particularly adapted for ocean front protection, which offers permeability, and facilitates easy installation.
Key Words - Patent/Structural-design/Concrete/Timber/Piling/ Permeab le/Const-procedure/Scour/Accretion/
"Study of an Artificial Bathing Beach at 3711GR0002 Orchard Beach, Pelham Bay, N. Y."
U. S. Army Corps of Engineers, House
Document No. 450, 75th Congress, 2nd Session,
Nov., 1937.
Key Words - House Document/Not Annotated/
"Report on Beach Erosion at Hollywood Beach, 3801GRO001 Florida"
Anonymous, Shore and Beach, American Shore and
Beach Preservation Assoc., Vol. 6, No. 1,
Janis, 1958, uppe 9-150 (0G 5300s AMS)
A short statement giving 1938 conditions of a groin system built in 1927 and 1935 at Hollywood Beach, Florida, is presented with proposed future improvement recommendations and costs.
Key Words - 1900-1949/S. Atlantic/System/Timber/Economics/Steel/Piling/ Structural-design/Misc-plan/Impermeable/
"Report on Erosion at Manasquan Inlet, New 3801GRO002 Jersey, and Adjacent Beaches"
Anonymous, Shore and Beach, American Shore
and Beach Preservation Assoc., Vol. 6, No. 1,
Jan., 1938, pp. 13-18. (TC330 .Am3)
An example of a single steel sheet-pile groin constructed (1933) to check erosion is briefly noted. Recommendations were made for further groin construction.
Key Words - 1900-1949/Erosion/Single/Field/System/Economics/ N. Atlantic/Accretion/Impermeable/
"Beach Erosion at Willoughby Spit, Va." 3801GRO0003 U. S. Army Corps of Engineers, House Document No. 482, 75th Congress, 3rd Session, Jan., 1938.
Key Words - House Document/Not Annotated/
"Beach Erosion at Santa Barbara, Calif." 3803GRO001 U. S. Army Corps of Engineers, House Document No. 552, 75th Congress, 3rd Session, Mar., 1938.
Key Words - House Document/Not Annotated/
"Erosion of Our Coastal Frontiers" 3804GRO001 Wood, S. M., Bulletin of the Associated State
Engineering Societies, Apr., 1938, 32 pp.
(TC330 .W879)
Design criteria and the effects gained are discussed in relation to permeable and impermeable groins. Field examples are given.
Key Words - Impermeable/Permeable/S. M. Wood/S. Atlantic/Great Lakes/ Accretion/Scour/High/Low/Misc-plan/System/Concrete/Timber/ N. Atlantic/Erosion/Long/Short/Theory/Field/
"Shore Protective Work at Winthrop, 3806GRO001 Massachusetts"
Hale, R. K., Civil Engineering, ASCE, Vol. 8,
No: 6), June), T9S8ee pp 9388399). (TASES 82)
Article describes the seawall and groin system in use at Winthrop, Mass. since 1915. In 1938, neither the timber groins nor the concrete seawall had shown signs of deterioration. Other structures added to the original system since 1915 are described and the estimate advanced that 160,000 sq. ft. of beach area has been added since the construction of protective structures.
Key Words - Timber/Low/Accretion/N. Atlantic/Structural-design/ Field/1900-1949/
"Early Attempts at Inlet Construction on the 3807GRO001 Florida East Coast"
Fineren, W. W., Shore and Beach, American
Shore and Beach Preservation Assoc., Vol. 6,
NOS eS Julie OSS tape Ode GLESSO}eAmS))
Writer believes there is insufficient information with respect to the relation of groin length to width and spacing that will lead to permanency of protection, but he believes that in general, groins should be spaced closer than is the general practice. A Florida example is given.
Key Words - S. Atlantic/Short/System/Erosion/Accretion/Rubble-mnound/ Misc-plan/Economics/
"Galveston Island Shoreline and the Protection 3807GRO002 of Galveston Beach"
Washington, C. C., Shore and Beach, American
Shore and Beach Preservation Assoc., Vol. 6,
No. 3, July, 1938, pp. 105-108. (TC330 .Am3)
Erosion Board recommendations are given which include groin concentration, length, spacing, design, and cost.
Key Words - Texas Gulf/System/Steel/Low/Economics/Structural-design/ Impermeable/
"Shore Protective Work at Winthrop, 3807GRO003 Massachusetts"
Hale, R. K., Shore and Beach, American Shore and Beach Preservation Assoc., Vol. 6, No. 3, July, 1938, pp. 92-94. (TC330 .Am3)
This article describes the seawall and groin system in use at Winthrop, Mass. since 1915. In 1938, neither timber groins nor concrete seawall showed signs of deterioration. Other structures added to the original system since 1915 are described and the estimate advanced that 160,000 sq. ft. of beach area has been added since the advent of beach protection.
Key Words - Timber/Accretion/N. Atlantic/Field/1900-1949/Structural- design/Low/Impermeable/
"Shorewood Protects Its Lake Front" 3807GRO004 Schmitt, H. A., The Municipality, League
of Wisconsin Municipalities, July, 1938,
PpeelAase e146 eV ek. S080) 112/358)
Previous groin construction and new construction of permeable groins, their cost, design, and construction procedure is discussed.
Key Words - Great Lakes/Economics/Scour/Erosion/1900-1949/Timber/ Permeab le/High/Long/Concrete/System/Field/Const-procedure/ Structural-design/
"Protecting Galveston Beach" 3807GRO005 Washington, D. C., Civil Engineering, ASCE,
Vol. 8, No. 7, July, 1938, pp. 461-462.
(TA1 .C582)
Length, spacing, cost, and structural design of a groin system and accompanying seawall are given for the protection of Galveston's shoreline.
Key Words - Single/Timber/System/Economics/Artificial-fill/Steel/ Impermeab le/1900-1949/Texas Gulf/Structural-design/ Misc-plan/Field/
"Shore Erosion and Cabbage Palmetto Groins at 3811GRO001 North Point, St. Augustine, Florida"
Watkins, L. H., Nov., 1938, U. S. Army Corps
of Engineers, Jacksonville District, Unpub-
lished Report. (V.F. 3093a)
A letter and photographic review of erosion at North Point, Florida shows marked recession of the coastline that has accelerated Since 1935. Four cabbage palmetto (timber) groins were constructed in July 1938. Subsequent investigations showed that the groins had no effect in preventing or retarding shore erosion.
Key Words - S. Atlantic/Field/Timber/Erosion/Misc-plan/Concrete/ Accretion/Impermeable/1900-1949/Photographic/Piling/ High/
"Effectiveness of Groins at Rockaway Beach, 3812GRO001 Long Island, New York"
Hyde Jin hen Gay) DEG...) 1958/5 Uno. Army. Corps
of Engineers, New York District, Unpublished
Report. (V.F. 3081 12/38)
This letter to the Beach Erosion Board evaluates the performance and cost of permeable groin extension work on groins at Rockaway Beach, New York.
Key Words - Maintenance/Economics/1900-1949/N. Atlantic/Impermeable/ Piling/Permeable/Timber/S. M. Wood/Accretion/Scour/Erosion/ Field/
"Beach Erosion Studies" 3901GRO001 Brown, E. I., Shore and Beach, American
Shore and Beach Preservation Assoc., Vol. 7,
No. 1, Jan., 1939, pp. 3-23. (TC330 .Am3)
Design criteria of groins is discussed in detail. The author recommends low, impermeable groins. Examples of systems at Palm Beach and St. Augustine and their effects are given.
Key Words - Structural-design/Piling/Accretion/Artificial-fill/ Impermeable/Low/S. Atlantic/Steel/Timber/Rubble-mound/ Scour/Permeable/System/Terminal/1900-1949/
"Shore Protection by Permeable Groins" 3907GRO001 Boase, A. J., Shore and Beach, American Shore
and Beach Preservation Assoc., Vol. 7, No. 3,
July, 1939, pp. 105-108.
Permeable S. M. Wood and Concrete pile groins are described with
examples given from the Great Lakes. Groin construction and manufacture of concrete blocks are presented in detail along with a section on
20
merits of permeable groins.
Key Words - Permeable/Great Lakes/Scour/Erosion/Low/Concrete/Piling/ S. M. Wood/System/Structural-design/Economics/
"Effectiveness of Permeable Type Groins Used 3911GRO001 for Beach Protection at Shorewood, Wisc. and
Other Cities Along the West Shore of Lake
Michigan"
Holcombe, W. H., Nov., 1939, U. S. Army Corps of
Engineers, Milwaukee, Wisconsin, Unpublished
Report. (V.F. 3080 12/38)
Two letters and photographs review 1939 conditions and effectiveness of permeable groins on Lake Michigan.
Key Words - Great Lakes/Misc-plan/Structural-design/Permeable/System/ 1900-1949/Stee1/Piling/Concrete/Timber/ Impermeable/Long/ Short /High/Rubb1le-mound/Field/
"Erosion and Palmetto Groins at North Point, 3912GRO001 St. Augustine, Florida"
Simkins, T. D., Dec., 1939, U. S. Army Corps
of Engineers, Jacksonville District,
Unpublished Report. (V.F. 3093b)
Letters and photographs give the history of erosion at North Point, where the North Point, St. Augustine shore has been receding since 1935. Four cabbage palmetto (timber) groins constructed in 1937 and a stone groin built in 1889 are evaluated.
Key Words - S. Atlantic/Photographic/1900-1949/Low/Impermeab1le/High/ Timber/Erosion/Field/Single/System/Concrete/Piling/
"Beach Erosion Studies" 4000GRO001 Brown, E. I., Transactions of the American
Society of Civil Engineers, Vol. 105, 1940,
pp. 869-918
Items of information considered necessary in a comprehensive beach erosion study, the reasons for desiring each particular item, and some general observations on design of protective works are offered. The presentation is made for two reasons: (1) that engineers interested in beach protection may have the advantage of experience gained by the
2l
Beach Erosion Board about factors involved in a study of beach erosion; and (2) that the items of information now believed best suited to the purpose by the Board may be subject to full and free discussion by all engineers interested.
Key Words - Erosion/Field/Concrete/Steel/California/Misc-plan/Notched/ Impermeable/
"Beach Erosion Studies" 4000GRO002 Brown, E. I., Transactions of the American
Society of Civil Engineers, Vol. 105, Paper
No. 2076, 1940, pp. 869-918.
Groin protection is recommended where storm waves of ordinary magnitude occur and where the adjoining land is of low relief. Design criteria of groins are discussed.
Key Words - Structural-design/Artificial-fill/Timber/Piling/Impermeable/ Misc-plan/System/
"The Prevention of Coast Erosion" 4000GRO0003 Du-Plat-Taylor, F.M.G., Journal of the
Institution of Civil Engineers, London,
Vol. 15, 1940-1941, pp. 53-60.
Measures to stop erosion, including seawalls, groins, and vegetation are discussed. Author gives data concerning the design, setting, and legal aspects of groin construction.
Key Words - Du-Plat-Taylor/Adjustable/Timber/Low/High/Concrete/Rubble- mound/Misc-plan/Legal/Europe/
"Permeable Groins at Kenosha, Wisconsin" 4001GR0001 Holcombe, W. H., Jan., 1940, U. S. Army Corps of
Engineers, Milwaukee, Wisconsin, Unpublished
Report. (V.F. 3080 12/39)
Letters to the Beach Erosion Board evaluate permeable groin construction and its effectiveness as a shore protection method on the Lake Michigan shore at Kenosha, Wisconsin.
Key Words - Long/Short/Permeable/Great Lakes/1900-1949/Piling/Concrete/
Scour/Impermeable/Rubble-mound/Erosion/Accretion/S. M. Wood/ Field/
a2
"Curved Jetties, Sea Walls, Bulkheads and 4001GRO002 Retaining Walls"
Milliken, F., Milliken Method of Preventing
the Erosion of Shore Fronts, and at the Same
Time Building Out the Beach Making Nature Work
Against Itself, Brochure, Published by F. Milliken,
44 West 44th St., New York, Jan., 1940, 3 pp.
(V.F. 3105)
A type of groin-like structure is discussed. Design sketches patented by Milliken are given. However, no examples of practical applications or tests are provided.
Key Words - Theory/Milliken/Accretion/Erosion/Structural-design/
"Hawk's Nest Beach, Connecticut" 4001GR0003 Anonymous, Shore and Beach, American Shore
and Beach Preservation Assoc., Vol. 8, No. l,
Jan., 1940, pp. 14-19. (TC330 .Am3)
As part of a beach protection scheme at Hawk's Nest Beach, Connecticut, the U. S. Army Beach Erosion Board recommended that six rubble-mound groins be built. History of erosion and previously con- structed protective structures is given.
Key Words - Impermeable/Artificial-fil1/Rubble-mound/System/Economics/ Timber Erosion/Accretion/Misc-plan/1900-1949/N. Atlantic/
"Beach Erosion Study, Orange County, Calif." 4002GRO001 U. S. Army Corps of Engineers, House Document
No. 637, 76th Congress, 3rd Session, Feb.,
1940.
Key Words - House Document/Not Annotated/
"Report on Shore Erosion at Tilghman Point, 4006GRO001 Md."
Dent, E. J., July, 1940; 7 pp., Unpublished
Manuscript. (V.F. 1813)
Report describes the extent of erosion at Tilghman Point, and proposes, as one measure, that inexpensive rip-rap groins be used to retard erosion.
Key Words - Rubble-mound/N. Atlantic/System/Erosion/Accretion/ Impermeable/
23
"Erosion Control at Wrightsville Beach" 4010GRO001 Brown, E. I., Shore and Beach, American
Shore and Beach Preservation Assoc., Vol.
SeNOnwA ee OCter 940 Sipprdli2s Sas
Hydraulic fill and a groin system were planned for an erosion control project at Wrightsville Beach, North Carolina. Design specifications, cost, and construction procedures are presented.
Key Words - Economics/S. Atlantic/Artificial-fill/Timber/Structural- design/Piling/1900-1949/Const-procedures/Impermeable/
"Beach Erosion Study, St. Simon Island, Ga." 4010GRO0002 U. S. Army Corps of Engineers, House Document No. 820, 7oth Congress, 3rd Session, June 1940.
Key Words - House Document/Not Annotated/
"Report on St. Simon Island Studies" 4101GR0001 Anonymous, Shore and Beach, American
Shore and Beach Preservation Assoc., Vol. 9,
No. 1, Jan., 1941, pp. 18-23, 26-28.
(TC330 .Am3)
The U. S. Army Beach Erosion Board recommended three plans for the protection of St. Simons Island, Georgia. All three plans included the construction of groins; singly and in a system, permeable and imperme- able. Overall plans, projected effects, and the cost of each plan are given.
Key Words - S. Atlantic/Artificial-fill/Economics/Steel/Impermeable/ Timber/Permeable/Single/System/Misc-plan/Piling/1900-1949/
"The Prevention of Coast Erosion" 4104GRO001 Du-Plat-Taylor, F. M. G., The Dock and Harbour
Authority, London, Vol. 21, No. 241, Apr.,
IS4IGEppa 1255127) MCGE, ADG)
Author discusses seawalls and groins, and states that seawalls can be successful only where the beach is maintained by groins. Design
and maintenance of groins is discussed.
Key Words - Europe/Concrete/Timber/High/Low/Adjustable/Erosion/System/ Structural-design/Maintenance/ Impermeable/
24
"Coast Erosion" 4110GRO0001 Keay, T. B., The Dock and Harbour Authority,
London, Vol. 21, No. 252, Oct., 1941;
pp. 241-245.
This article was written because of increasing concern with coastal erosion in Great Britain. It discusses the preferred design, use, and Spacing of groins, and the design and effectiveness of other types of protective structures.
Key Words - System/High/Low/Misc-plan/Timber/Europe/Structural-design/ Long/Concrete/Du-Plat-Taylor/Adjustable/1900-1949/ Impermeable/Erosion/
"Beach Erosion Study, Coronado, Calif." 4202GRO001 U. S. Army Corps of Engineers, House
Document No. 636, 77th Congress, 2nd Session,
Feb., 1942.
Key Words - House Document/Not Annotated/
"Coast Erosion in Great Britain" 4204GRO0001 Keay, T. B., Shore and Beach, American Shore
and Beach Preservation Assoc., Vol. 10, No. 1,
Apr., 1942, pp. 3-5, 22-25. (TC330 .Am3)
Groin systems, different types of designs and use are discussed along with other types of shore protection structures.
Key Words - Europe/Terminal/System/High/Low/Misc-plan/Long/Concrete/ Impermeable/Permeable/Case/Du-Plat/Taylor/Timber/Adjustable/ Misc-materials/Structural-design/1900-1949/
"Beach Protection Measures" 4206GRO001 Hall, W. C., The Military Engineer, Society
of American Military Engineers, Vol. 34,
No. 200, June, 1942, pp. 292-296.
Various types of shore protection structures, including groins, are reviewed. Different designs, their effects, and field examples are given.
Key Words - Artificial-fil1/Low/System/High/Long/Impermeable/Misc-plan/
L-groins/T-groins/Steel/Piling/Permeable/Great Lakes/ California/S. Atlantic/N. Atlantic/Scour/Field/
25
"Beach Protection Measures"! 4210GRO001 Hall, W. C., Shore and Beach, American Shore
and Beach Preservation Assoc., Vol. 10, No. 2,
Oct., 1942, pp. 60-64. (TC330 .Am3)
The function, design, and application of groins and other protective works are discussed. Examples are cited.
Key Words - High/Low/T-groins/L-groins/Steel/Piling/Scour/Permeable/ Great Lakes/Impermeable/Structural-design/Theory/ California/S. Atlantic/
"The Relation of the Action of Waves and 4300GRO0001 Currents on Headlands to the Control of
Shore Erosion by Groins"
Evans, O. F., Proceedings of the Oklahoma
Academy of Science, 1943, pp. 9-13.
Contrary to general opinion, the author believes that beach drifting is a more important source of sediment transportation by waves and currents than are littoral currents. Groins are discussed and improve- ments are noted. A permeable groin is suggested which eliminates the need for expensive preliminary surveys.
Key Words - Erosion/High/Low/Misc-plan/Permeable/Impermeable/Accretion/ Great Lakes/
"Niagara County, N. Y., Beach Erosion Study" 4308GRO0001 U. S. Army Corps of Engineers, House Document
No. 271, 78th Congress, Ist Session, Aug.,
1943.
Key Words - House Document/Not Annotated/
"Erosion of Our Coastal Frontiers - Part II" 4405GRO001 Wood, S. M., The Illinois Engineer, Illinois
Society of Engineers, Inc., Vol. 20, No. 5,
May, 1944, pp. 5-34. (1TC330 .W879)
Pictorial article relies upon photography showing "before and after" conditions where groins of recent type have been installed. Discussion is related to both ocean and Great Lakes riparian studies. Structural criteria of groins and the effects of artificial interference of the littoral drift are discussed.
26
Key Words - S. M. Wood/System/N. Atlantic/Great Lakes/Permeable/ Concrete/ Impermeable/Timber/S. Atlantic/Field/ Photographic/Long/Short/
"Steel Sheet Piling for Shore and Beach 4410GRO001 Protection Structures"
McIntosh, R. J., Shore and Beach, American
Shore and Beach Preservation Assoc., Vol.
12, No. 2, Oct., 1944, pp. 49-52.
(TC330 .Am3)
Steel sheet piling is discussed as used in beach protection structures. The author commences with a discussion of the cross section, carbon content and tensile strength of pilings used; explains method of driving, lists advantages and disadvantages of steel piling, and discusses steel corrosion.
Key Words - Steel/Const-procedure/Rubble-mound/Structural-design/ Piling/Misc-plan/Timber/Const-problems/Europe/ California/Asia/N. Atlantic/S. Atlantic/Impermeable/
"Shore Protection Methods and Materials" 4410GRO002 Kingman, J. J., Shore and Beach, American
Shore and Beach Preservation Assoc., Vol.
NINO} nes, JOC... LIAS topi. e27/=30)-
(TC330 .Am3)
Methods and materials for shore protection are discussed by General John J. Kingman, former senior member of the Beach Erosion Board. A review of groins, their design, and the author's own design preferences are presented. Examples of groin projects are given.
Key Words - System/Piling/Concrete/Timber/Rubble-mound/Low/Long/ Short /High/Europe/California/Structural -design/Const- problems/Mobbs/1900-1949/
"Concrete Shore Protection Structures" 4410GRO003 Corning, L. H., Shore and Beach, American
Shore and Beach Preservation Assoc., Vol.
25 Now 2s) Oct. 1944 ppe 45-418. (e330) 7 /Am3))
27
Permeable groins made of concrete, their design criteria, and
examples of shore protection projects are given-
Key Words - Permeable/Concrete/Accretion/Great Lakes/S. Atlantic/
Field/1900-1949/
"Problems of Island and Coast Protection" Kramer, J., Report of West Germany Water Economy Association, 1945, pp. 115-133.
Key Words - Not Annotated/
"Beach Erosion Study, Lake Erie Shore Line in the Vicinity of Huron, Ohio"
U. S. Army Corps of Engineers, House
Document No. 220, 79th Congress, lst
Session, May 1945.
Key Words - House Document/Not Annotated/
"Beach Erosion Study, Ohio Shore Line of Lake Erie from Ohio-Michigan State Line to Marglehead, Ohio"
U. S. Army Corps of Engineers, House Document No. 177, 79th Congress, Ist Session, May, 1945.
Key Words - House Document/Not Annotated/
"Permeable Jetties Built to Protect Cleveland's Shore"
Anonymous, Engineering News-Record, McGraw-Hill Pub. Co., Vol. 135, No. 2, July, 1945), p. ‘89.
4500GRO001
45050001
4505GRO0002
4507GRO0001
Illustrations and details of patented precast concrete groins
are presented.
Key Words - Great Lakes/Permeable/Concrete/Const-procedure/Structural-
design/
28
"Art of Beach Protection" 4510GRO001 Wood, S. M., U. S. Patent Office, Patent No. 2,387,965, Oct., 1945,
3 pp.
An S. M. Wood groin design constructed with timber, steel, concrete or any combination thereof is presented by this patent.
Key Words - Patent/Structural-design/Erosion/Great Lakes/Scour/ Permeable/Piling/Steel/Concrete/Timber/Const- procedure/
"Report on the Use of Asphalt at Groin 4600GRO001 Construction in Delftland (Holland)"
Peters, A. G., Transactions of Poly-
technic Institute, No. 49/50, 1946.
Key Words - Not Annotated/
"Some Sea Defence Works for Reclaimed 4602GRO001 Lands"
Dobbie, C. H., Journal of the Institu-
tion of Civil Engineers, London, Vol.
DONO akeb. 21946) pp. 2o7=27.27.
(TC345' .G7D65)
Usually a silent topic, the author presents a discussion on the terminal groin of a system. Until a solution is devised that eill end the scour of the terminal groin, it is suggested that permeable lateral works, wave screens, faggoting, and groins (as low as possible) be employed to keep erosion at a minimum. Faggot- work groins, used to reduce irregularities caused by groins in shingle banks, are given special attention.
Key Words - System/Timber/Misc-plan/Piling/Terminal/Europe/ Structural-design/Permeable/Impermeab1le/Low/
29
"Piers and Jetties of Precast Concrete" 4602GRO0002 Lathrop, S. P., Rock Products, Vol. 49),
No. 2, Chicago, Illinois, Feb., 1946,
pp. 1356-137.
Construction of five permeable groins at Evanston, Illinois on Lake Michigan is presented in this commercial review. The groins, designed after S. M. Wood, were constructed with precast concrete blocks and anchored by piling. Specific construction procedures and a structural-design are given.
Key Words - Great Lakes/S. M. Wood/Erosion/Accretion/Concrete/ Permeable/Structural-design/High/Const-procedure/
"Beach Erosion Study, Lake Michigan 4604GRO0001 Shoreline of Milwaukee County, Wis."
U. S. Army Corps of Engineers, House
Document No. 526, 79th Congress, lst
Session, Apr., 1946.
Key Words - House Document/Not Annotated/
"Beach Erosion Study of Bakers Haulover 4604GRO0002 Inlet, Fla."
U. S. Army Corps of Engineers, House
Document No. 527, 79th Congress, 2nd
Session, Apr., 1946.
Key Words - House Document/Not Annotated/
30
"The Problem of Coast Erosion" 4700GRO001 Duvivier, J., Journal of the Institution
of Civil Engineers, London, 1947, 47 pp.
(TC257 .D2)
Included is a section giving the author's views on groin design and construction. Economics and effectiveness of the structure are discussed. Author's views are based on personal observations, and application of his designs to actual shore protection projects, examples of which are cited.
Key Words - Erosion/Europe/Timber/Piling/Adjustable/High/Scour/Low/ Maintenance/Shore/Misc-plan/Economics/Misc-materials/ Structural -design/Const-procedure/Field/Theory/ Impermeable/Long/Accretion/1900-1949/
"Experimental Steel Sheet Pile Groins, Palm 4800GRO001 Beach, Florida"
Ross, C. W., U. S. Army Beach Erosion Board,
Technical Memorandum, No. 10, 1948, 30 pp.
(BEB T.M. 10)
Five experimental steel pile groins were constructed on the Atlantic Coast at Palm Beach, Florida. Steel was donated by five steel companies, designs made by the Beach Erosion Board, and construction by the city of Palm Beach. Observations regarding deterioration of steel and protective coatings were made over a period of 10 years, with reports and general conclusions presented regarding useful life of steel sheet piling. Measured and observed data are tabulated.
Key Words - Field/Steel/S. Atlantic/Experimental/System/Const-problems/ Structural-design/1900-1949/Impermeable/
"Recent Storm Damage Along the Coasts of 4801GRO001 Florida and Mississippi"
Anonymous, U. S. Army Beach Erosion Board
Bullletin, Vol. 2, No. 1, Jan., 1948, pp. 3-4.
(BEB Vol. 2, No. 1)
A photograph in article shows a groin (at Palm Beach) flanked by a storm, and illustrates the necessity of such structures being backed by
a bulkhead to protect against hurricanes.
Key Words - Erosion/Texas Gulf/S. Atlantic/Single/Impermeable/
3|
"The Action of Groins on Beach 4804GRO001 Stabilization"
Johnson, J. W., University of California, Dept.
of Fngineering, Navy Dept. Bureau of Ships
Contract NObs 2490, Technical Report HE-116-283,
Apr., 1948. (V.F. 1090 HE-116-283)
The purpose of this investigation, made at the request of the Beach Erosion Board, was to obtain information on the comparative action of permeable and impermeable groins presently employed to promote accretion and stabilization of beaches where littoral transport induced by wave action is a significant factor.
Key Words - Theory/Experimental/Photographic/Permeable/Impermeable/ Accretion/Erosion/High/Low/Scour/Single/1900-1949/
"Harrison County, Miss., Beach Erosion 4805GRO001 Control Study"
U. S. Army Corps of Engineers, House Document
No. 682, 80th Congress, 2nd Session, May, 1948.
Key Words - House Document/Not Annotated/
"Paper on Protective Works Adopted to Limit 4806GRO001 Erosion Along the Open Coast: How They Work"
Frech, F. F., U. S. Army Corps of Engineers,
Philadelphia District, June, 1948, 35 pp.,
Unpublished Report. (TC330 .Fr48)
Shore protective structures, including groins, along the New Jersey coast are discussed and evaluated. New designs are offered where shore conditions warrant special structures.
Key Words - N. Atlantic/Field/Piling/Timber/Rubb1le-mound/Single/Economics/ Accretion/Structural-design/Const-problems/Erosion/Long/High/ Short/Low/System/T-groins/Steel/Impermeable/1900-1949/ Maintenance
"Wave Action on Beaches" 4806GRO002 Jones, J. H., M. S. Thesis, June, 1948, Univ.
of California, 24 pp., Unpublished.
(GC2Ta D7)
The purpose of this investigation was to study effects of groins on wave-induced longshore currents. Studies of the effects of several types
32
of groins on wave action, littoral sand transport, and underwater
topography in the vicinity of each structure were made.
The study was
largely comparative, and only the relative changes effected by each
type of groin were investigated.
Key Words - Model/Photographic/Erosion/Accretion/Permeable/Impermeable/
High/Low/Scour/
"North Carolina Shoreline, Beach Erosion Study"
U. S. Army Corps of Engineers, House Document No. 763, 80th Congress, 2nd Session, Dec., 1948.
Key Words - House Document/Not Annotated/
"Punta Las Marias, San Juan, P. R., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Document No. 769, 80th Congress, 2nd Session, Dec., 1948.
Key Words - House Document/Not Annotated/
"Winthrop Beach, Mass., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Document No. 764, 80th Congress, 2nd Session, Dec., 1948.
Key Words - House Document/Not Annotated/
"Anna Maria and Longboat Keys, Fla., Beach Erosion Study"
U. S. Army Corps of Engineers, House Document No. 760, 80th Congress, 2nd Session, Dec., 1948.
Key Words - House Document/Not Annotated/
"Palm Beach, Fla., Beach Erosion Study" U. S. Army Corps of Engineers, House Document
33
4812GRO001
4812GRO0002
4812GR0003
4812GR0004
4812GRO005
No. 772, 80th Congress, 2nd Session, Dec., 1948.
Key Words - House Document/Not Annotated/
"Santa Barbara, Calif. Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Document No. 761, 80th Congress, 2nd Session, Dec., 1948.
Key Words - House Document/Not Annotated/
"Jupiter Island Fla., Beach Erosion Study" U. S. Army Corps of Engineers, House Document No. 765, 80th Congress, 2nd Session, Dec., 1948.
Key Words - House Document/Not Annotated/
"Report to the Seventeenth International Navigation Congress"
Abecasis, C. K., Seventeenth International Navigation Congress, Permanent International Association of Navigation Congresses,
Brussels, Belgium, Section 2 - Ocean Navigation, Communication 1, 1949, 11 pp. (TCS .In8r)
4812GR0006
4812GR0007
4900GRO001
A general discussion of the theory of groin purpose as dependent
upon design criteria is presented.
Key Words - Terminal/Misc-plan/Low/Timber/Steel/Piling/Concrete/Europe/
Theory/Rubble-mound/T-groins/Accretion/System/
"Report to the Seventeenth International Navigation Congress"
eee, Wo Go5 silat, Ng Go, hovel Werte, tho: Ds 5 Seventeenth International Navigation
Congress, Permanent International Association of Navigation Congresses, Brussels, Belgiun, Section 2 - Ocean Navigation, Communication 1, 1Q495 Pps 21-44 (TESeeinsx)
Key Words - Not Annotated/
34
4900GRO002
"Report to the Seventeenth International 4900GRO003 Navigation Congress"
Frech, F. F., Seventeenth International
Navigation Congress, Permanent International
Association of Navigation Congresses,
Brussels, Belgium, Section 2 - Ocean
Navigation, Communication 1, 1949, pp. 45-62.
(TCS .In8r)
Extensive construction of protective structures has ensued along a coastal resort area of New Jersey, an area subject to increasing amounts of erosion. Among the protective structures, groins are discussed in regard to design, effect, costs, with examples.
Key Words - N. Atlantic/Erosion/Timber/Rubble-mound/Misc-plan/Piling/ Economics/Structural-design/Impermeable/High/Long/Accretion/ 1900-1949/Single/System/T-groins/
"Report to the Seventeenth International 4900GRO004 Navigation Congress"
Dobbie, C. H., Seventeenth International
Navigation Congress, Permanent International
Association of Navigation Congresses,
Brussels, Belgium, Section 2 - Ocean
Navigation, Communication 1, 1949, pp. 75-84.
(TCS .In8r)
Effects of and essential design criteria of groins used in England are briefly reviewed.
Key Words - System/Scour/Erosion/Terminal/Permeable/Impermeable/Timber/ Adjustable/Steel/Mobbs/Europe/
"Report to the Seventeenth International 4900GRO005 Navigation Congress"
Duvivier, J., Seventeenth International
Navigation Congress, Permanent International
Association of Navigation Congresses,
Brussels, Belgium, Section 2 - Ocean
Navigation, Communication 1, 1949, pp. 85-103.
Author stresses that design criteria for shore protection structures, including groins, be preceded by careful field research. Various types of groins, their design, function, effect, and cost are discussed.
Key Words - Economics/Scour/Erosion/Europe/Misc-plan/Timber/Piling/Steel/ Concrete/High/Low/Long/Maintenance/Mobbs/ Impermeable/Permeable/
35
"Report to the Seventeenth International 4900GRO0006 Navigation Congress"
Viscentini, M., Pancini, G., and
Teuschl, E., Seventeenth International
Navigation Congress, Permanent Inter-
national Association of Navigation
Congresses, Brussels, Belgium, Section 2 -
Ocean Navigation, Communication 1, 1949,
pp. 105-134. (TCS .In8r)
Key Words - Not Annotated/
"Report to the Seventeenth International 4900GRO0007 Navigation Congress"
Thierry, J. W., and van der Buregt, J. H.,
Seventeenth International Navigation
Congress, Permanent International
Association of Navigation Congresses,
Brussels, Belgium, Section 2 - Ocean
Navigation, Communication 1, 1949,
pp- 135-156. (TCS .In8r)
Key Words - Not Annotated/
"Sea Transportation Structures III-B" 4900GR0008 Agatz, A., Sea Structures, Land Conservation, 1949, pp. 1080-1083.
Key Words - Not Annotated/
"Coast Protection" 4904GRO001 Minikin, R. R., The Dock and Harbour
Authority, Vol. 29, Nos. 337-342, Nov., 1948 -
Apr., 1949, pp. 165-169, 193-198, 232-236,
251-256, 281-285, 311-314.
This article, part of a continuing series in the journal, covers numerous types of shore protection measures, their design, and problems encountered. Groin design and effect are covered.
Key Words - Timber/Europe/Long/Low/Rubble-mound/Concrete/Structural-
design/Misc-plan/System/Single/Short/Great Lakes/Case/ Impermeable/Accretion/
36
"Colonial Beach, Va., Beach Erosion 4909GRO001 Control Study"
U. S. Army Corps of Engineers, House
Document No. 333, 8lst Congress, lst
Session, Sept., 1949.
Key Words - House Document/Not Annotated/
"Deterioration of Steel Sheet Pile Groins 4910GRO001 at Palm Beach, Florida"
Ross, C. W., Corrosion, National Association
of Corrosion Engineers, Vol. 5, No. 10,
1949, pp. 339-341. (TA462 .C65)
See entry 4800GRO0001.
Key Words - Field/Steel/S. Atlantic/Experimental/System/Const- problems/Structural -design/1900-1949/Impermeable/
"All Steel Groyne - Miami Beach" 4910GR0002 Lipp, M. N., Shore and Beach, American Shore
and Beach Preservation Assoc., Vol. 17, No.. 2,
Oct., 1949, pp. 6-7.
An all-steel groin consisting of variable length 27-pound steel sheet piling, steel channel wales and steel H piling was constructed on Miami Beach. Construction procedure and design of groin are given.
Key Words - Steel/Piling/Scour/S. Atlantic/Const-problems/Structural-
design/1900-1949/Low/Const-procedure/Legal/Single/ Impermeable/
"Planning Shore Protection" 4910GR0003 Scott, T. A., Shore and Beach, American Shore and Beach Preservation Assoc., Vol. 17, NoeeZe Oct. 1949 pp. 8-9, @ICS350) 2 Am3)) The author briefly discusses effect of groins on sand movement.
Key Words - Accretion/N. Atlantic/
Sif
Winds, Waves and Maritime Structures 5000GRO001 Minikin, R. R., Charles Griffin and
Co., Ltd., London, 1950, pp. 80,
83-85, 97, 100. (TC205 .M53)
Brief discussions of groins are found throughout the text and deal mainly with deficiencies encountered in groin construction.
Key Words - Structural-design/High/Low/Accretion/Erosion/Scour/ Europe/Great Lakes/
"Origin and Decline of the Island Trischen" 5000GRO0002
Wohleberg, E., Transactions of Geographic Society, Hamburg, Vol. 49, 1950, pp. 158-187.
Key Words - Not Annotated/
"Coast Erosion" 5000GRO0003 Minikin, R. R., The Dock and Harbour Authority,
London, Vol. 30, 31, 1950, pp. 305-308, 335-
339, 369-373, 17-25, 47-51, 91-94, 127-131.
Review of erosion of England's coastline and measures taken to protect shore are presented.
Key Words - Timber/Concrete/Low/High/Impermeable/Europe/Accretion/ Erosion/Case/Rubble-mound/Short/Long/1800-1900/1900-1949/ System/Piling/
"Area 1 - Ash Creek to Saugatuck River, Conn., 5001GRO001 Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Document
No. 454, 81st Congress, 2nd Session, Jan.,
1950.
Key Words - House Document/Not Annotated/
"Area 2 - Hammonasset River to East River, 5002GRO001 Conn., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Document
No. 474, 81st Congress, 2nd Session, Feb.,
1950.
38
Key Words - House Document/Not Annotated/
"South Shore, State of Rhode Island,
Beach Erosion Control Study"
U. S. Army Corps of Engineers, House
Document No. 490, 81st Congress, 2nd Session, Feb., 1950.
Key Words - House Document/Not Annotated/
"Atlantic City, N. J., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 538, 8lst Congress, 2nd Session, Mar., 1950.
Key Words - House Document/Not Annotated/
"Cleveland and Lakewood, Ohio, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 502, 81st Congress, 2nd Session, Mar., 1950.
Key Words - House Document/Not Annotated/
"Appendix IX - Shore of Lake Erie in Lake
County, Ohio, Beach Erosion Control Study" U. S. Army Corps of Engineers, House Docu- ment No. 596, 81st Congress, 2nd Session,
May, 1950.
Key Words - House Document/Not Annotated/
"Presque Isle Peninsula, Erie, Pennsylvania Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 397, 86th Congress, 2nd Session, May, 1960.
39
5002GRO0002
5003GRO001
5003GRO002
5005GRO001
5005GRO002
Key Words - House Document/Not Annotated/
"The Danish Westcoast: Littoral Drift 5008GRO001 Problems and Measures Against Coast Erosion"
Bruun, P., The Dock and Harbour Authority,
London, Vole: Sil NOSSO ReSept Lo S0eippe
163-167.
Coastal protection structures, including groins, built on the west coast of Denmark are reviewed for the period from 1870 to 1950. The author gives an example of interest, noting that impermeable concrete-block groins have been sinking due to their great weight, and must be heightened periodically. Construction costs, structural design, and maintenance of structures are given.
Key Words - Europe/1900-1949/Timber/Piling/Rubble-mound/Concrete/ Erosion/Accretion/Structural-design/Economics/1950-1954/ Const-problems/Maintenance/Impermeable/System/
"Scattered Groins" 5009GRO001 Bruun, P., Ingenioren, Denmark, Issue 38,
Sept., 1950, pp. 776-779. (Translation
available at CERC Library - TC535 .B6)
Successful operation of groins depends on length and spacing of groins where impounded ‘sediment will form a saw-toothed coast-line or a series of closed bays.
Key Words - Europe/Short/Low/System/California/Erosion/Field/Misc- plan/Single/Impermeable/
"Design and Construction of Groins" 5010GRO001 Horton, D. F., Proceedings of First Confer-
ence on Coastal Engineering, Council on Wave
Research of the Engineering Foundation, Oct.,
9S ORE ppr24 6 =25 Seen GlLGZ O31 C6))
: This paper is a digest on current design and construction prac- tices concerning groin limitations, types, length and profile, spacing, and selection of type.
Key Words - Steel/Timber/Concrete/Rubble-mound/Structural-design/
Impermeable/High/Low/System/Misc-plan/Permeable/ Economics/
40
"Littoral Processes on Sandy Coasts" 5010GRO0002 Eaton, R. O., Proceedings of First Confer-
ence on Coastal Engineering, Council on
Wave Research of the Engineering Founda-
ClonwmOctinns 1950) epp., 148-149. .(1C203) -.1C6))
In a section on man made littoral barriers, basic data regarding groins and their effect upon littoral transport are presented.
Key Words - Accretion/Erosion/Short/Long/1950-1954/
"Water Economy between North and Baltic 5100GRO001 Sea, Kiel" Weinnoldt, E., and Suhr, H., 1951.
Key Words - Not Annotated/
"Seagroins on Coasts with Weak Tides and 5100GRO0002 Strong Sand Drift"
Burhorn, E., Planning and Building 5, No. 3,
19515. pp. 57-62
Key Words - Not Annotated/
"Application of Asphalt in Hydraulic 5101GRO001 Engineering Works"
van der Burgt, J. H., U. S. Army Beach
Erosion Board Bulletin, Vol. 5, No. 1,
Jane lO See ppe 25-645. (BEB Voll 5: Nolen 1)
Research and testing during construction of asphalt structures have led to good control of the properties of asphaltic bitumen and bituminous mixtures. Use of these products in protective shoreline structures, including groins, is outlined and evaluated.
Key Words - Asphalt/N. Pacific/Texas Gulf/Europe/Field/Single/ System/ Impermeable/Structural-design/
"Influence of Groins on Beach Stabilization" 5101GRO0002 Shay, E. A., and Johnson, J. W., University
of California at Berkeley, Department of
Engineering, Series 14, Issue 6, Beach
Erosion Board Contract W49-055-eng-2, Jan.,
41
1951. (V.F. 1091 series 14-6)
Effect of impermeable and permeable groins was determined by comparing topography of a straight, unobstructed beach in equilib- rium with a beach that had reached equilibrium after a system of groins had been installed. Model tests showed that permeable groins retained from 11% to 26% of the sand used in the experiment; far less effective than for impermeable groins. Dye tests were employed to trace the pattern of littoral movement through permeable groins.
Key Words - Laboratory/Model/Experimental/Permeable/Impermeable/ Erosion/Accretion/High/Low/System/Single/Photographic
"Revere Beach, Mass., Beach Erosion Control 5105GRO001 Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 167, 82nd Congress, lst Session,
May, 1951.
Key Words - House Document/Not Annotated/
"Quincy Shore Beach, Mass., Beach Erosion 5105GRO0002 Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 145, 82nd Congress, lst Session,
May, 1951.
Key Words - House Document/Not Annotated/
"Revere Beach, Mass., Beach Erosion Control 5105GRO0003 Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 146, 82nd Congress, lst Session,
May, 1951.
Key Words - House Document/Not Annotated/
"Beach Protection Engineers Attempt to Out- 5109GRO001 wit Nature at Presque Isle, Peninsula"
Forney, F. H., and Lynde, G. A., Civil
Engineering, ASCE, Vol. 21, No. 9, Sept.,
42
1951, pp. 28-31.
Since 1819 continuous projects have been underway to solve the problem of beach erosion along Presque Isle Peninsula, Pennsylvania. Protection measures, including groins and artificial fill, are reviewed.
Key Words - Erosion/Accretion/1800-1900/1900-1949/Steel/Piling/ Rubble-mound/Low/Long/Great Lakes/Impermeable/Field/ System/
"Underwater Longitudinal Works for Coastal 5200GRO001 Protection"
Bomas, P., Wasserwirtschaft - Wassertechnik,
Berlin, Vols 25 °No. Ss 1952).
Key Words - Not Annotated/
Coast Erosion and Protection; Studies in 5200GRO002 Causes and Remedies
Minikin, R. R., lst ed., Chapman and Hall
Ltd., London, 1952, 240 pp. (TC330 1952)
An extensive part of this text deals with groins. Function, construction, length, spacing, orientation, and other considerations of design are presented with examples and illustrations.
Key Words - Timber/Misc-plan/ERosion/Accretion/Impermeable/High/Low/ Short/Long/System/Field/Concrete/Piling/Misc-materials/ Europe/Structural-design/Single/Great Lakes/Theory/Spur/
"Abbruch und Schutz der Steilufer an der 5200GR0003 Ostseekuste"
Petersen, M., Die Kuste, Kiel, West Germany
Volpe Noe a2. 1952, (pp. 00152) (GB4S75
.K97)
Translated Title: ''Breaking and Protection of Steep Shores of the Baltic Sea Coast ...."
Key Words - Not Annotated/
43
"Die Wirking der Buhne H in Wangerooge - 5200GR0004 West auf das Seegat ...."'
Luders, K., Die Kuste, Kiel, West Germany,
WOle wile Nos Ie MOS25 Woe Ails2o5 (G47 55
-K97)
Translated Title: "The Effect of Groin H in Wangerooge - West
"
Key Words - Not Annotated/
"Die Ursachen der Abbruchserscheinungen am 5200GRO005 West - und Nordweststrand der Insel Norderney"
Thilo, R., and Kurzak, G., Die Kuste, Kiel, WesitiGermanys) Voli No Ls O52. pp ali- ZO
(GB457.5 .K97)
Translated Title: "Origin of Breaking Phenomena on West and Northwest Beach of the Island of Norderney"
Key Words - Not Annotated/
"Gutachtliche Stellungnahme zu den 5200GRO006 Untersuchungen tber die Ursachen der
Abbrochserscheinungen am West - und Nord -
weststrand der Insel Norderney ..."'
Coastal Commission of North Sea and Baltic Sea, Die Kuste, Kiel, West Germany, Vol. 1, Noe Ao S2i ppie27-4.275- i(GBAS 7/35 KOs)
Translated Title: "Experts Report on Investigation Concerning Reasons for Coastal Breaking Phenomena on West and North Part of Norderney ...."'
Key Words - Not Annotated/
"Asphalt Construction in Groin Building" 5200GRO0007 Kloss, Wosser und Boden, Hamburg, 4, No. 3, ISS 5. ie S2aNe
Key Words - Not Annotated/
44
"Summary Report on Studies of Sand Trans- 5201GRO001 portation by Wave Action"
Anonymous, U. S. Army Beach Erosion Board
Bulletin, Vol. 6, No. 1, Jan., 1952, pp.
3=6OMm (BEB Vol. 6, No. 1!)
A model study was made of two types of groins: one, a sloping, impermeable groin; the second, a high, permeable groin. The inves- tigation was designed to determine relative influence of the high permeable groins and the sloping impermeable groins for stabilizing a beach where littoral transport occurs. Among other conclusions it was found that permeable groins should not be used as individual units isolated along the beach, but rather in a system of groins.
Key Words - System/High/Permeable/Impermeable/Theory/Experimental/ Model/System/Single/Scour/Accretion/Erosion/1950-1954/ Misc-plan/
"Appendixes III, VII, and XII, Ohio Shore 5201GR0002 Line of Lake Erie between Fairport and
Ashtabula, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 351, 82nd Congress, 2nd Session,
Jani 1952)
Key Words - House Document/Not Annotated/
"Appendixes V and X, Ohio Shore Line of 5201GRO003 Lake Erie between Ashtabula and the
Pennsylvania State Line, Beach Erosion
Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 350, 82nd Congress, 2nd Session,
Jan., 1952.
Key Words - House Document/Not Annotated/
"Durability of Steel Sheet Piling in Shore 5202GRO001 Structures"
Rayner, A. C., and ‘Rossi, C. Wx): U.S.) Army.
Beach Erosion Board Technical Memorandum
NOM ech O52) rSiipp (BERN TL MenNo a2)
Along the Atlantic Coast of the United States and the Gulf Coast of Florida, 153 groups of steel sheet piling structures were
45
studied and classified. Structures were selected for various condi- tions of exposure, treatment, and types. Measurements and observa- tions were made over a 10-year period and general conclusions pre- sented regarding useful life of steel sheet piling. Measured and observed data are tabulated.
Key Words - N. Atlantic/S. Atlantic/Steel/Piling/Const-problems/ Field/
"Erosion Problems on the Ohio Shore of 5204GRO0001 Lake Erie"
Wells, J. D., Shore and Beach, American
Shore and Beach Preservation Assoc., Vol.
20, No. 1, Apr., 1952, pp. 5-8. (TC330
.Am3)
The author gives a good review of costs (1952 figures) for groin projects along the Ohio shore of Lake Erie. Groins designs are given.
Key Words - Great Lakes/System/Economics/Timber/Steel/Piling/Field/ Structural-design/Artificial-fill/Rubble-mound/Concrete/ Impermeable/
"Concrete Blocks Form Low-Cost Groins" 5204GRO0002 Weber, H., Engineering News-Record, McGraw-
Habel Publ (Conse Vol mila se Noe al SiApr ny lO 527.
pp. 73-74.
Two installations of concrete-block groins were made on Long Island near Riverhead -- one in 1948, the second in 1950. The later project was built at Ocean Beach. Stabilization of the beaches has occurred. Construction procedures and structural criteria are presented.
Key Words - Concrete/Impermeable/Structural-design/N. Atlantic/ Field/Const-procedure/Economics/System/
"Report on Concrete Block Groins" 5205GRO001 Anonymous, U. S. Army Corps of Engineers, New York District, May, 1962.
Key Words - Not Annotated/
46
"Area 4 - Connecticut River to Hammonasset 5206GRO0001 River, Conn., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 514, 82nd Congress, 2nd Session,
June, 1952.
Key Words - House Document/Not Annotated/
"Measures Against Erosion at Groins and 5210GRO0001 Jetties"
Brunn, P., Proceedings of Third Conference
on Coastal Engineering, Council on Wave
Research of the Engineering Foundation,
Oct., 1952, pp. 137-164. (TC203 .C6)
One problem on a coast with littoral transport is erosion on the downdrift side of groins and jetties. This paper deals with the problem giving special consideration to conditions on the Danish North Sea Coast where many interesting problems of littoral transport and coastal protection are found. These are discussed as an introduction to the main part of the paper which is principally concerned with downdrift erosion and measures for its prevention.
Key Words - Erosion/Field/Misc-plan/Concrete/Model/Experimental/ Europe/Z-groins/T-groins/L-groins/Structural-design/ Economics/1900-1949/Corner-groins/Impermeable/
"Life of Steel Sheet Pile Structures in 5210GRO0002 Atlantic Coastal States"
Rayner, A. C., Proceedings of Third Conference
on Coastal Engineering, Council on Wave
Research of the Engineering Foundation, Oct.,
OS 2ey ppmZ09=21 6-8 »e@TE203).1C6))
Harbor bulkheads, beach bulkheads, and groins constructed of steel sheet piles were studied for more accurate estimates of the useful life based on rate of deterioration. Structures were located along the Atlantic Coast of the United States and the Gulf Coast of Florida. Mean rate of loss of thickness of sheet piles is given. It is shown that different types of structures and several parts of the same structure have different rates of loss.
Key Words - Steel/Texas Gulf/S. Atlantic/Field/N. Atlantic/Const- problems/Piling/
"Case History of Shore Protection at Presque 5210GRO0003 Isle Peninsula, Pa."
47
Lee, C. E., Proceedings of Third Conference 5210GRO0003 on Coastal Engineering, Council on Wave
Research of the Engineering Foundation,
Oct) LIS2Zy pp) Sol 54 50 GEZO Sar C6)
In the 117 years in which protective works have been applied to Presque Isle Peninsula there have been many types of structures and many methods of protection attempted. The large forces involved proved too great for vegetal growth alone to be effective in the porous material which forms the peninsula. Timber structures other than the rock-filled crib groins have had short life. Bulkheads exposed to the direct action of the waves have required frequent and expensive repairs. As demonstrated by the impoundment at the privately owned Kelso groin at the junction of the peninsula and the mainland, and at experimental groins, a spending beach gives best results. The problem is the method to be used in forming the beach.
Key Words - Accretion/Cantilever/Steel/System/Economics/Erosion/ Field/1900-1949/1950-1954/Impermeab1le/Permeable/
"Some Aspects of Shore Protection in Boston 5210GR0004 Harbor"
Wey, G. L., Proceedings of Third Conference
on Coastal Engineering, Council on Wave Re-
search of the Engineering Foundation, Oct.,
1952, pp. 190-196. (TC203 .Cé6)
Costs, and a brief description of short riprap groins con- structed normal to a seawall are presented.
Key Words - Impermeable/Low/Rubble-mound/N. Atlantic/Field/1950- 1955/Short/Economics/System/
"Development of the New Jersey Shore" 5210GRO005 Rankin, J. K., Proceedings of Third Con-
ference on Coastal Engineering, Council on
Wave Research of the Engineering Foundation,
Oct, 1952). pp. S06-SIi7 es GE2Z05i C6)
Maintenance, history, and success of shore protection works, including groins, are discussed county by county along the New
Jersey shore.
Key Words - N. Atlantic/System/Maintenance/Economics/Field/
48
"Tllinois Shore of Lake Michigan, Beach 5210GRO0006 Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 28, 83rd Congress, Ist Session,
Osten, IOS2:
Key Words - House Document/Not Annotated/
"Appendix I, Coast of California, 5210GRO0007 Carpinteria to Point Mugu, Beach Erosion
Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 29, 83rd Congress, Ist Session,
OCs 5 IOSZe
Key Words - House Document/Not Annotated/
"Information on Beach Protection in Florida" 5210GRO008 Anonymous, State of Florida, Board of Con-
servation, Division of Water Survey and
Research, Paper No. 8, Oct., 1952, pp. 17-22. (TD224 .F6A3 No.8)
Shore protection techniques and structures are presented. Groins are discussed giving detailed structural criteria including length, spacing, height as used along the Florida and European coastlines.
Key Words - Scour/System/Structural-design/Rubble-mound/Misc- materials/Concrete/Erosion/Single/Europe/Timber/High/ Steel/S. Atlantic/
"Area 5, Pawcatuck River to Thames River, 5212GRO0001 Conn., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 31, 83rd Congress, lst Session,
Decks WOS2e
Key Words - House Document/Not Annotated/
"Appendix VI, Ohio Shore Line of Lake Erie, 5212GRO0002 Sandusky to Vermillion, Ohio, Beach Erosion
Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 32, 83rd Congress, lst Session,
Deo, IZ.
49
Key Words - House Document/Not Annotated/
"Lake Michigan Erosion Studies" 5300GRO001 Hardin, J. R., and Booth, W. H., Transac-
tions of the American Society of Civil
Engineers, Vol. 118, Paper No. 2535, 1953,
pp. 39-50
The State of Illinois, acting through its Division of Waterways, has become increasingly concerned with the erosion problem of Lake Michigan. As a result, the state requested a cooperative beach erosion control study to determine the best plan of improvement for stabilizing the shoreline. This paper deals with condition of existing structures, state of erosion, and describes recommended protective measures.
Key Words - Permeable/Impermeable/Long/High/Low/Concrete/Steel/ Piling/Great Lakes/Field/Structural-design/Artificial- fil1/Accretion/Erosion/1900-1949/1950-1954/
"Theoretical Observations for Installation 5300GRO002 of Coastal Protective Structures on Tideless
Shores"
Vollbrecht, K., Wasserwirtschaft-Wassertechnik ,
Berlin, West Germany, Vol. 3, No. 6, 1953.
Key Words - Not Annotated/
"Report to the Eighteenth International 5300GR0003 Navigation Congress"
Van Asbeck, W. F., Ferguson, H. A.,
Schoemaker, H. J., Eighteenth International
Navigation Congress, Permanent International
Association of Navigation Congresses,
Brussels, Section 2 - Ocean Navigation,
Question 1, 1953, pp. 169-198.
Improvement of groins along the North Sea coast by asphalt grouting is reviewed. Mix design of the asphalt grout and design
of the groins are given.
Key Words - Asphalt/Rubble-mound/Structural-design/Europe/Field/Low/ Impermeable/1900-1949/
50
"Hydraulic Structures (Groins, Dams, Dykes, and Canal Embankments) of Bitumen Type" Rohnish, Bitumen, Heidelberg, 15, No. 9/10, 1953.
Key Words - Not Annotated/
"Steep Shore of Brodten - Cause of Breaking ...."' Ottman, Transactions of Museum of Geogra-
phy and Natural History, Lubeck, No. 44, 1953, pp. 145-195.
Key Words - Not Annotated/
"Racine County, Wis., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 88, 83rd Congress, lst Session, Feb... 19537.
Key Words - House Document/Not Annotated/
"Area 6 - Niantic Bay to Connecticut River, Connecticut, Beach Erosion Control Study" U. S. Army Corps of Engineers, House Docu- ment No. 84, 83rd Congress, 1st Session, Feb., 1953.
Key Words - House Document/Not Annotated/
"Precast Concrete Block Groins"
Weber, H., Shore and Beach, American Shore and Beach Preservation Assoc., Vol. 21, Now ley Apres 1953, pp.13-5. | (TES30n7Am3)
5300GR0004
5300GRO005
5302GRO0001
5302GRO0002
5304GRO0001
Use of concrete blocks for groins is discussed in relation to structural design, dutability, economics, and construction procedures. The advantage of blocks is illustrated by actual projects emphasizing
fast construction and low cost.
5|
Key Words - Concrete/Economics/N. Atlantic/1900-1949/1950-1954/ Structural-design/Impermeable/Low/Field/
"Appendix IV, Ohio Shore Line of Lake 5304GR0002 Erie, Sandusky Bay, Ohio, Beach Erosion
Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 126, 83rd Congress, 1st Session,
AD Tern Osi.
Key Words - House Document/Not Annotated/
"Appendix XIV Ohio Shore Line of Lake 5304GR0003 Erie, Sheffield Lake Village to Rocky River,
Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 127, 83rd Congress, 1st Session,
Apr., 1953.
Key Words - House Document/Not Annotated/
"Coast Protection: Some Recent Works on 5306GRO001 the East Coast, 1942-52"
Duvivier, J., Journal, of the Institution
of Civil Engineers, London, Paper No. 5901,
JUNE LOS Shepp en a LOLS Sik
As a result of floods and erosion at Lincolnshire, England, a substantial scheme of new construction and reinforcement of the old defenses was carried out between 1943 and 1949. Costs, structural- design, and construction of these works, including groins, are pre- sented.
Key Words - Economics/1940-1944/1945-1949/Timber/System/Field/Piling/ Europe/Structural-design/Low/Long/Impermeable/Concrete/ Steel/1950-1954/Const-procedure/Short/Accretion/Erosion/ Maintenance/Const-problems/
"Area 3 - New Haven Harbor to Housatonic 5306GRO002 River, Conn., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 203, 83rd Congress, lst Session,
July, 1953.
52
Key Words - House Document/Not Annotated/
"Ocean City, N. J., Beach Erosion Control 5306GR0003 Study" ;
U. S. Army Corps of Engineers, House Docu-
ment 184, 83rd Congress, lst Session, June,
1953.
Key Words - House Document/Not Annotated/
"Virginia Beach, Va., Beach Erosion Control 5306GR0004 Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 186, 83rd Congress, lst Session,
June, 1953.
Key Words - House Document/Not Annotated/
"Materialvandring Pa Harkyster" 5306GRO005 Bruun, P., Ingeniaren, 62 Argang No. 30, July, 1953.
English Summary: '"'Measures Against Erosion at Groups of Groins."
Key Words - Not Annotated/
"Cold Spring Inlet (Cape May Harbor), N. J." 5307GRO001 U. S. Army Corps of Engineers, House Docu-
ment No. 206, 83rd Congress, Ist Session,
July, 1953.
Key Words - House Document/Not Annotated/
"Gulf Shore of Galveston Island, Tex., 5307GRO002 Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 218, 83rd Congress, lst Session,
July, 1953.
Key Words - House Document/Not Annotated/
53
"Waikiki Beach, Island of Oahu, T. H., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment, No. 227, 83rd Congress, lst Session, Aug., 1953.
Key Words - House Document/Not Annotated/
"Plum Island, Mass., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 243, 83rd Congress, 2nd Session, Aug., 1953.
Key Words - House Document/Not Annotated/
"Appendix VIII, Ohio Shore Line of Lake Erie between Vermillion and Sheffield Lake Village, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 229, 83rd Congress, lst Session, Aug., 1953.
Key Words - House Document/Not Annotated/
"Presque Isle Peninsula, Erie, Pa., Beach
Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 231, 83rd Congress, lst Session,
Aug. , 1953.
Key Words - House Document/Not Annotated/
"Experimental Groins, Camp Perry, Ohio" Anonymous, Sept.,. 1953, Unpublished Pictorial (Report. (VF, 618 9/22/53)
5308GRO001
5308GR0002
5308GR0003
5308GRO0004
5309GRO001
A photographic history, this report reviews the construction and progressive condition of a 'mix-in-place" groin for a period of two months, and construction and condition of an "intrusion grouted
rockfill" groin.
54
Key Words - Great Lakes/Field/Experimental/Structural-design/ Impermeable/Const-procedure/Rubble-mound/Misc- materials/1950-1954/Photographic/Single/
"Low Cost Shore Protection Used on the Great 5310GRO001 Lakes"
Brater, E. F., Proceedings of Fourth Con-
ference on Coastal Engineering, Council on
Wave Research of the Engineering Foundation,
Oct., 1953, pp. 214-226. (TC203 .C6)
This paper presents results of 3 years of field observations on low cost beach protection structures in use on the Great Lakes. Structures were studied in regard to their effectiveness as beach building and protective devices and with respect to their dura- bility in resisting ice and wave forces. The term ''low cost" refers to structures which cost between $10 and $30 per foot of frontage at 1952 prices.
Key Words - Great Lakes/Accretion/Economics/Const-problems/Timber/ Concrete/Structural-design/Impermeable/
"Principles of Shore Protection for the 5310GR0002 Great Lakes"
Mason, M. A., Proceedings of Fourth Confer-
ence on Coastal Engineering, Council on Wave
Research of the Engineering Foundation, Oct.,
1953, pp. 207-213. (TC203 .C6)
The author states that a requirement of impermeability is absolute for groins built on shores of the Great Lakes. Because of the scarcity of natural shore sediment, permeable groins would be inadequate. The paper presents discussion of the coastal engineer's role and duty in shore protection.
Key Words - Great Lakes/Impermeable/
"Filling Pattern of the Fort Sheridan Groin 5310GR0003 System"
Lee, C. E., Proceedings of Fourth Conf. on
Coastal Engineering, Council on Wave Re-
search of the Engineering Foundation, Oct.,
1953, pp. 227-248. (TC203 .C6)
55
Analysis of the action of a groin system through the 14 months following construction is reported. Six surveys were made during this period which included onshore eievations to the bluff line and offshore soundings to about 7-foot depths. Wind records for investigation were studied, and hindcasts of wave conditions made. Analysis reveals that the cumulative volume of impoundment at the system may be expressed approximately. Tables of impoundment volumes are included as well as an energy index, and the relation- ship is discussed. Filling patterns of the system are recorded.
Key Words - Great Lakes/Cantilever/Steel/Accretion/Low/Long/System/ Impermeable/
"Area 7, Housatonic River to Ash Creek, 5310GRO0004 ‘Conn., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 248, 83rd Congress, 2nd Session,
Oct 195s.
Key Words - House Document/Not Annotated/
"Coastal Protection, Review of Methods for 5311GRO001 Defence"
Bruun, P., The Dock and Harbour Authority,
London, Vol. 34-35, Nov., Dec., 1953, 10 pp.
(V.F. 1289 11/53)
The author discusses and defines different types of groins, stating that they have often done more harm than good. Given also are conditions under which groins should or should not be built, and their long- and short-range influences.
Key Words - L-groins/T-groins/Z-groins/Corner-groins/Misc-plan/ Piling/Single/System/Field/Europe/Timber/Economics/ Erosion/Accretion/Impermeable/
"Appendix II, Coast of California, Point 5311GR0002 Mugu to San Pedro Breakwater, Beach Erosion
Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 277, 83rd Congress, 2nd Session,
Nov., 1953.
Key Words - House Document/Not Annotated/
56
"Photographs of Ft. Macon near Morehead 5400GRO001 City, North Carolina after Series of
Hurricanes in 1954"
Anonymous, U. S. Army Beach Erosion Board,
1954, Unpublished Report. (V.F. 1772
(1954))
This report includes a photograph that shows 1954 hurricane damage, and presents a plan for improvement of beach stability through construction of groins.
Key Words - Photographic/Erosion/S. Atlantic/Impermeable/Rubble- mound/1950-1954/
"Model Tests with Moveable Floor in Sea 5400GRO002 and Sea Harbor Construction"
Blau, E., Wasserwirtschaft - Wassertechnik,
Berlin, Vol. 4, No. 4, 1954, pp. 244-251.
Key Words - Not Annotated/
"Actual Problems of Coastal Protection" 5400GRO0003 Bulow, K., Wasserwirtschaft - Wassertechnik, Berlbinks Vole wNo ne oe TOS4e
Key Words - Not Annotated/
"Model Tests of Wave Run-up on Sea Dykes 5400GRO0004 in Watt Region"
Hansen, W., Proceedings of the Testing Insti- tute of Hannover, Hannover, Germany, No. 5,
1954, pp. 123-165.
Key Words - Not Annotated/
"General Coastal Dynamics and Coastal 5400GRO005 Protection of the South Baltic Sea between
Trave and Swine"
Bulow, K., Geologie 10, 1954.
Key Words - Not Annotated/
57
"Appendix XI, Ohio Shore Line of Lake Erie, Euclid to Chagrin River, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 324, 83rd Congress, 2nd Session, Feb., 1954.
Key Words - House Document/Not Annotated/
"Hampton Beach, N. H., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 325, 83rd Congress, 2nd Session, Feb., 1954.
Key Words - House Document/Not Annotated/
"Anaheim Bay Harbor, Calif."
U. S. Army Corps of Engineers, House Docu- ment No. 349, 83rd Congress, 2nd Session, Mar., 1954.
Key Words - House Document/Not Annotated/
"Selkirk Shores State Park, N. Y., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 343, 83rd Congress, 2nd Session, Mar., 1954.
Key Words - House Document/Not Annotated/
"Pinellas County, Fla., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 380, 83rd Congress, 2nd Session, Apr., 1954.
Key Words - House Document/Not Annotated/
58
5402GRO001
5402GRO002
5403GRO0001
5403GRO002
5404GR0001
"Coast Erosion and the Development of 5406GRO001 Beach Profiles"
Bruun, P., U. S. Army Beach Erosion Board
Technical Memorandum, No. 44, June, 1954,
pp. 2-64. (BEB T.M. 44)
A groin system built during 1875-1909 and its subsequent maintenance is described. Shoreline. changes, erosion profiles, and actual and theoretical quantities of eroded material along the Danish North Sea Coast are given.
Key Words - Europe/1900-1949/Concrete/Impermeable/Scour/Structural- design/Maintenance/Terminal/Field/System/Erosion/Theory/
"Fundamentals of Coast Erosion and Defence" Minikin, R. R., Proceedings of Fifth Con- ference on Coastal Engineering, Council on Wave Research of the Engineering Foundation, Sept., 1954, pp. 448-471. (TC203 .C6)
The author presents examples of European coastal problems and the remedies applied. Countries include England, Denmark, Holland, Belgium, France, Spain, and Italy.
Key Words - Low/Timber/Europe/System/Concrete/Terminal/Field/ Impermeable/Scour/Accretion/High/Rubble-mound/Misc- materials/Structural-design/Steel/Short/Single/ 1900-1949/1950-1954/
"Bitumen in Coastal Engineering" 5409GRO002 van Asbeck, W. F., Proceedings of Fifth
Conference on Coastal Engineering, Council
on Wave Research of the Engineering Founda-
tion, Sept., 1954, pp. 587-618. (TC203
.C6)
Aspects of the design of coastal protection works using bitumen ore given. A short review of important shore protection structures, including groins; methods of application and properties of bitumi- nous construction; and a number of representative examples of each type of application are given.
Key Words - Asphalt /Structural-design/Impermeable/Misc-materials/ Maintenance/Europe/1900-1949/1950-1954/
59
"Problems de Defense des Cotes Resussite de 5409GRO0003 Echecs de Quelques Ouvrages"
Dreyfous-Ducas, M., Proceedings of Fifth
Conference on Coastal Engineering, Council
on Wave Research of the Engineering Founda-
tion, Sept., 1954, pp. 495-513. (T1C€203 .C6)
Translated Title: '"'Sea-Defense Problems -- Success and Failure of Some Structures."
The author analyzes reasons of success or failure of various sea defense works. Groins and breakwaters built since 1830 in southwest France are discussed. For groins low permeability is desirable, while long groins are undesirable. (Text is not trans- lated. )
Key Words - 1800-1900/1900-1949/1950-1954/Europe/Permeable/Long/ Impermeable/
"Les Ouvrages de Defense Contre la Mer Sur 5409GRO004 la Cote Francaise de L'Ocean Entre la Loire
et la Gironde"
Blondeau, M., and Baste, M., Proceedings of
Fifth Conference on Coastal Engineering,
Council on Wave Research of the Engineering
Foundation, Sept., 1954, pp. 514-554.
(TC203 .C6)
Translated Title: ''Sea-Defence Works of the Atlantic Coast between the Loire and Gironde."
Among the various shore protection structures, groins, their purpose and type of groins found along the coast between Loire and Gironde are discussed. (Text is not translated.)
Key Words - Timber/Concrete/Misc-materials/Adjustable/Field/
"Observations on the Travel of Shore Material 5409GRO005 Along a Chalk Foreshore"
Coultas, H. W., Proceedings of Fifth Conference
on Coastal Engineering, Council on Wave Re-
search of the Engineering Foundation, Sept., 1954,
pp. 381-382. Abstract. (TC203 .C6)
Groins are discussed in an abstract of a paper published in
1920 in the Journal of the Institution of Municipal and County
60
Engineers, an English journal.
Key Words - System/Europe/Concrete/Accretion/Misc-plan/1900-1949/
"On the Coastal Groins" 5411GRO001 Nagai, S., Proceedings of First Conference on Coastal Engineering, JSCE, Nov., 1954
Key Words - Not Annotated/
"Concrete Shore Protection" 5500GRO001 Anonymous, Portland Cement Association,
Chicago, Illinois, 1955, pp. 3-31. (Brochure)
(V.F. 1244)
An illustrated brochure on the use of concrete foreshore pro- tection structures deals briefly with erosion and its causes, and presents a concise analysis of wave action. Types of seawalls, revetments, groins, and jetties are also discussed with regard to applicability of various sections of the structures to different problems.
Key Words - Concrete/System/Erosion/Structural-design/Permeable/ Geometric-shapes/1900-1949/1950-1954/Single/Impermeable/
"Allgemeine Empfehlungen fur den 5500GRO002 Deutschen Kustenschutz"
Coastal Commission of North Sea and Baltic Sea, Die Kuste, Kiel, West Germany, Vol. 4, 1955, pp. 52-61. (GS457.5 .K97)
Translated Title: ''General Recommendations for German Coastal Protection."
Key Words - Not Annotated/
"Hundert Jahre Ktlstenschutz an der Nordsee" 5500GRO003 Lorenzen, J. M., Die Ktiste, Kiel, West Germany,
Vole Se Noe 1/2 1955)) pps 8-32 (GB457c5
.K97)
6|
Translated Title: ''Hundred Years of Coastal North Sea."
Key Words - Not Annotated/
"What Water Economy Expects from Coastal Research"
Reineke, H., Wasserwirtschaft-Wassertechnik, Berlin, Vol. 8, 1955, pp. 249-250.
Key Words - Not Annotated/
"Beach Abrasion by Waves - Reflection on
Steep Wall Type of Coastal Protective Structures"
Vollbrecht, K., Wasserwirtschaft-Wassertechnik, Berlin, No. 8, 1955, pp. 251-257, 333-339
Key Words - Not Annotated/
"Origin and Development of Island Protective Works on Norderney"
Peper, G., Archives Nieders 8, No. 3, 1955- 1956, pp. 175-196.
Key Words - Not Annotated
"Surge and Shore Changes on the West Coast Of S vat
Lamprecht, H., Proceedings of the Testing
Institute of Hannover, Hannover, Germany,
No. 8, 1955, pp. 80-136.
Key Words - Not Annotated/
"The Effect of Island Protective Structures on Beach Development in West Part of Norderney"
Kramer, J., and Homeier, H., Norderney
Annual Report, Vol. 6, 1955, pp. 15-38.
62
Protection on the
5500GR0004
5500GRO0005
5500GRO0006
5500GR0007
5500GRO008
Key Words - Not Annotated/
"Helgoland, History of its Origin and 5500GRO009 Maintenance of its Harbor Relative to Navigation"
Bahr, M., Yearbook of North Friesian Society 30, 1955, pp. 203-218.
Key Words - Not Annotated/
"The Asphalt Groins at Ocean City, 5504GRO001 Maryland"
Williams, R. K., Asphalt Institute Quanterlve Vols 7) Nos 24 0Aprea O55),
pp. 6-8.
Photographs illustrate construction procedures, and design criteria for asphalt groins. A subsequent survey of the 33-element groin system, constructed in 1954 at Ocean City, showed that the beach had built up.
Key Words - Asphalt/Structural-design/Const-procedures/1950-1954/ Impermeable/Low/N. Atlantic/
"The Fernandina Beach Groins" 5504GR0002
Woodson, D. D., Asphalt Institute Quarter lye Olle W/meNOW eZ ApireL OSS:
DS. We
Eight asphalt groins on Fernandina Beach, Florida, were con- structed in 1953 with wood piling reenforcement. One year later the system had caused a marked buildup of material.
Key Words - Impermeable/Timber/Piling/S. Atlantic/Structural-design/ 1950-1954/Low/Asphalt/
"Stability of Beaches" 5504GR0003 Bruun, P., Shore and Beach, American Shore
and Beach Preservation Assoc., Vol. 23,
Now Le Apr) 19555) pp. 2-255" | (2C330) 7 Am3)
Groins, seawalls, breakwaters, and artificial nourishment are
63
discussed. A figure gives in tabulated format the effects of four protective measures under different conditions of the beach.
Key Words - Adjustable/Artificial-fill/Erosion/Accretion/
"Grand Isle, La., Beach Erosion Control 5504GR0004 Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 132, 84th Congress, lst Session,
Apr, 1955.
Key Words - House Document/Not Annotated/
"Fair Haven Beach State Park, N. Y., 5504GRO0005 Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 134, 84th Congress, lst Session,
Apiye lO 557.
Key Words - House Document/Not Annotated/
"Hamlin Beach State Park, N. Y., Beach 5504GR0006 Erosion Control Study"
U. S. Army Corps of Engineers, House
Document No. 138, 84th Congress, lst
Session, Apr., 1955.
Key Words - House Document/Not Annotated/
"How to Build a Beach at Economy Prices" 5509GRO001 Anonymous, Engineering News-Record, McGraw-
HiwltlPuby ComaVolmmlSStwNo-nlORmSeptracr
1955, pp. 34-36, 40-41.
The article describes low, impermeable groins, and states that asphalt groins are more economical than comparable timber groins. Design, construction, and success of asphalt groins built on the coast of Maryland is presented and compared with that of timber groins.
Key Words - N. Atlantic/Asphalt/Timber/Economics/ Impermeable/Low/
Const -procedure/Structural-design/Permeable/Scour/Const- problems/Accretion/System/
64
"City of Kenosha, Wis., Beach Erosion 5509GRO002 Control Study"
U. S. Army Corps of Engineers, House
Document No. 273, 84th Congress, 2nd
Session, Sept., 1955.
Key Words - House Document/Not Annotated/
"Maryland's Favorite Beach at Ocean City" 5510GRO001 Hopkins, W. C., Shore and Beach, American
Shore and Beach Preservation Assoc., Voi. 23,
Noreen Oct 1955.0 pp. S11 iGiess0i 7 Am3)
A historical review of shore protection structures and their effects at Ocean City is given. In 1954 a 33-element, asphalt groin system was built. Structural and mix designs, costs, and construction procedures of the asphalt groins are presented.
Key Words - Haupt/Timber/Permeable/1900-1949/Accretion/N. Atlantic/ Impermeable/System/1950-1954/Asphal1t/1955-1959/Const- procedure/Const-problems/Economics/High/Low/
"Division of Shore Erosion - Ohio" 5510GRO0002 Kugel, F. 0., Shore and Beach, American ; Shore and Beach Preservation Assoc., Vol.
25rmeNOe 2 OCt., 1955), ppl. 20-25-75 (1C3350
.Am3)
Groin construction projects along the Ohio shore of Lake Erie including experimental projects are reviewed. Structural design and costs of construction are given.
Key Words - Great Lakes/1950-1954/Timber/Piling/Steel/Economics/ Experimental /Field/Rubble-mound/ Impermeable/System/
"Coastal Development and Coastal Protection" 5511GRO0001 Bruun, P., Engineering Progress at the
University of Florida, Bulletin Series
NOP LOP VO eno eNO sls sNOVer, 19555 opp 7-50).
(TC203 .F62v9no011)
An attempt is made to explain the connection between coastal
development and coastal protection. Florida has two problems; the sea, and property owners at the seashore who often build homes too
65
close to the shoreline. The problems involved in beach erosion are explained in terms of source and loss of materials. Beach profiles, groins, and revetments are discussed.
Key Words - S. Atlantic/System/Structural-design/Field/Timber/ Rubble-mound/Permeable/ Impermeable/T-groins/L-groins/ Z-groins/Corner-groins/Misc-plan/Piling/
"Asphalt Groins and Jetties" 5511GRO0002 Asphalt Institute, Asphalt Leads
the Fight Against Beach Erosion,
Information Series, No. 94, Nov., 1955,
PDee aoe Vink 923m Ny/55))
Presenting a pictoral review of various groin construction sites, this article also gives design specifications, mix design, and con- struction specifications for asphalt groins.
Key Words - Asphalt/Const-procedure/S. Atlantic/Structural-design/ N. Atlantic/Impermeable/
"The Longitudinal Stability of Beaches" 5511GRO0003 Hoyle, J. W., and King, G. T., Journal
of the Institution of Municipal Engineers,
Londone) Volleis2.9Now Sia) Nov, . 1955 pp als
191. (GB454 B3H6)
A brief mention is made concerning the application and basic purpose of groins for foreshore stabilization.
Key Words - Accretion/Misc-plan/Theory/
"On the Flow Characteristics in the 5511GRO004 Vicinity of Groins"
Shimano, T., Hom-ma, M., and Horikawa, S.,
Proceedings of the Third Conference on
Coastal Engineering in Japan, JSCE, Vol. 3,
Nove S19 S52 pp LOS = 202 (C2.0 327 G74'8)
(Not Translated)
Key Words - Not Annotated/
66
"On the Alignment of Coastal Groins" Nagai, S., Proceedings of the Second Conference on Coastal Engineering in JapaneJSCER Noves) L955 spp lo7— wile: (TC203 .C748) (In Japanese)
Key Words - Not Annotated/
"On the Effects of Groins" Shimano, T., Hom-ma, M., and Horikawa, S.,
Proceedings of the Second Conference on Coastal Engineering in Japan, JSCE, Nov.,
1955, pp. 49-56. (TC203 -C748) (In Japanese)
Key Words - Not Annotated/
"Some Ideas on the Problem of Research in Coastal Dynamics and Model Tests of Coastal Protection"
Bruns, E., Wasserwirtshaft-Wassertechnik, Berlin, No. 12, 1956, pp. 387-390.
Key Words - Not Annotated/
"What Happened to Protection of Our Baltic Sea Coast?"
Kolips OF; Wasserwirtschaft-Wassertechnik, Berlin, Voler6, No.8, 19565) pp- 229-231.
Key Words - Not Annotated/
"Island Protection on East-Friesian Coast"
Jansen, T., Hansa, Hamburg, Vol. 93, No. 44/45,
1956, pp. 2108-2110.
Key Words - Not Annotated/
"Aus den Arbeiten des Kustenausschusses Ost"
Reineke, H., Die Kuste, Kiel, West Germany, Vols 5, 19505 jae Sec (GB457.5 .K97) (Not
67
5511GRO005
5511GRO0006
5600GRO001
5600GR0002
5600GR0003
5600GR0004
Translated) Translated Title: "Works of the Coastal Commission
Key Words - Not Annotated/
"Flood Protection and Coast Stabilization" Leopold Ee) Hutte, Berlin Voll S59 56)5 pp. 1076-1082.
Key Words - Not Annotated/
"Suitability of Model Tests in Maritime Engineering in Harbors, Seaways, and
Coastal Protection"
Zschiesche, 0O., Wasserwirtschaft-Wassertechnik, Berlin, No. 12, 1956, pp. 383-386.
Key Words - Not Annotated/
"Coastal Changes and Coastal Protection of the Island Hiddensee" Reinhard, H., Berlin, 1956.
Key Words - Not Annotated/
"Asphalt Groins in U. S. A." Peters, A. G., Baumasch und Bautechnik 5 Woo kil, MOOR oe S/S
Key Words - Not Annotated/
"Behavior of Beach Fill at Ocean City, New Jersey"
Watts, G. M., U. S. Army Beach Erosion Board Technical Memorandum, No. 77, Reba lO Sos Seppe
= Easel!
5600GRO005
5600GRO006
5600GRO0007
5600GRO008
5602GRO001
Analysis of beach erosion at Ocean City, New Jersey, led to the conclusion that the most suitable plan of protection was artificial
68
placement of suitable sand on the shore and extension of seven existing stone groins. A study of the completed project revealed that loss of beach fill exceeded the estimated rate because: (1) fill sediment was finer-grained than the native sand; (2) shifting of inlet channels and bars caused extensive movement of beach material and; (3) the shore- line in the project area advanced relative to the adjacent shoreline
to the southwest.
Key Words - Rubble-mound/System/Field/Impermeable/Erosion/ N. Atlantic/Accretion/
"Manitowoc County from Two Rivers to 5602GR0002 Manitowoc, Wis., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Document No. 348, 84th Congress, 2nd Session, Feb., 1956.
Key Words - House Document/Not Annotated/
"Shore of New Jersey from Sandy Hook to 5603GRO001 Barnegat Inlet, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Document No. 361, 84th Congress, 2nd Session, Mar., 1956.
Key Words - House Document/Not Annotated/
"Beach Erosion Control Grand Isle, 5604GRO0001 Louisiana"
Myers, H. B., and Theis, A. R., Shore and
Beach, American Shore and Beach Preservation
ASSOC VOM 24 Noe Ly sApiinyl OSOemp pO
22 GhGS30). AMS)
A series of fourteen timber groins were built at Grand Isle, Louisiana to control erosion. Erosion was not checked, and following Beach Erosion Board recommendations, hydraulic fill was introduced into the system. Preparation procedures are outlined, quantitative figures on sand loss and gain, and textural characteristics of the sand are given.
69
Key Words - Texas Gulf/Artificial-fill/System/Short/Long/Timber/
1950-1954/Impermeable/Erosion/Accretion/
"Oceanside, Ocean Beach, Imperial Beach, and Coronado, San Diego County, Calif., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Document No. 399, 84th Congress, 2nd Session, May, 1956.
Key Words - House Document/Not Annotated/
"Area 9, East River to New Haven Harbor, Connecticut, Beach Erosion Control Study" U. S. Army Corps of Engineers, House Document No. 395, 84th Congress, 2nd Session, May, 1956.
Key Words - House Document/Not Annotated/
"Fire Island Inlet to Jones Inlet, Long Island, N. Y., Cooperative Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Document No. 411, 84th Congress, 2nd Session, May, 1956.
Key Words - House Document/Not Annotated/
"Waimea Beach and Hanapepe Bay, Island of
Kauai, T. H., Beach Erosion Control Study" U. S. Army Corps of Engineers, House Docu- ment No. 432, 84th Congress, 2nd Session,
June, 1956.
Key Words - House Document/Not Annotated/
"Interim Report on Asphalt Groins at Ocean City, Maryland"
Anonymous, Beach Erosion Board Interim Report, Julbyz 9S 6 pea (Ve enels o OME 56))
70
5605GRO0001
5605GRO002
5605GR0003
5606GRO001
5607GRO001
Study of asphalt structures as shore protection works is a part of the Beach Erosion Board's General Investigation Program to evaluate the structural and functional effectiveness of shore protective struc- tures. The objective of the study of existing asphalt shore struc- tures is to compile information on the structural and functional per- formance of these structures. A final report will be prepared when sufficient data are compiled.
Key Words - Photographic/System/Field/Impermeable/
"Curved Groynes and Foreshore Defence" 5607GRO002 Rylands, A., Civil Engineering and Public
Works Review, London, July, 1956, pp. 769-
ieee (VRE 1989)
The author states that alternating straight and curved groins in a system is superior to an exclusively straight groin system for the following reasons: (1) considerable neutralization of wave assault, (2) reduction in backwash scour, (3) stoppage of littoral drift, (4) reduced sensitivity to changes in wind direction, (5) ability to deposit material to leeward, straight onshore, or to windward as required for the formation of a uniformly protective beach.
Key Words - Misc-plan/Low/Timber/Notched/Field/1955-1959/Structural- design/ Impermeable/Europe/
"Arrangement of Groins on a Sandy Beach" 5609GRO001 Nagai, S., Journal of Waterways and
Harbors Division, ASCE, Vol. 82, No. WW4,
Paper 1063, Sept., 1956, 13 pp. (TC305
.J3v.2)
It is an important and difficult problem to arrange groins effec- tively for protection against erosion by wave action on a sandy shore. This paper presents the relation of groin length, space, and orien- tation with respect to the shoreline, direction of wave propagation, and breaking point of the breakers. Relationship between wave steep- ness and sand transport, and some results of experiments concerning special types of groins are also presented.
Key Words - Scour/Erosion/Accretion/Experimental/Misc-plan/Long/Short/ Mode1/Impermeable/Theory/Single/System/Structural -design/
7\
"Timber in the Construction of Sea Defence 5609GRO002 and River Works" :
Cotton, K. E., Civil Engineering and Public
Works Review, London, Sept., 1956, pp. 998-
LOO WAEAS S020)
This article presents the author's practical experience in the use of timber in sea defense and river works, and offers observations concerning merits of timber.
Key Words - Timber/Europe/Misc-plan/Structural-design/Steel/Permeable/ Impermeable/
"Impermeable and Permeable Groins" 5700GRO001 Bruun, P., 1957, Coastal Engineering
Laboratory, Univ. of Florida, Un-
published Commentary, 3 pp. (TC535 .B4)
Author comments on groin adjustability, ruggedness, and perme- ability.
Key Words - Permeable/Adjustable/Impermeable/Misc-plan/
"Functions of Groins Fundamental Study 5700GRO002 on Beach Sediment Affected by Groins (1)"
Shimano, T., Hom-ma, M., Horikawa, K.,
Sakou, T., Proceedings of the Fourth
Conference on Coastal Engineering in
Japan, JSCE 957. appli 1208
(TC20d .C748)
This study examines the mechanism of beach deformation and pro- vides criteria for the design of a groin. Functions of a groin are related to such factors as the characteristics of waves in the surf zone, sediment motion by waves and littoral currents, and eventual deformation of beach and nearshore topographies.
In building groins, the angle to the shoreline should be directed updrift, and the lengths should be adjusted so the tips will form a natural curve merging with the downcoast shoreline.
Key Words - Scour/Model/Long/Experimental/Impermeable/Erosion/ Accretion/
ae
Die Norddstliche Heide Mecklenburgs 5700GRO0003 Kolp, 0., Veb Deutscher Verlag der Wissenschaften, Berlin, 1957, 282 pp.
Translated Title: '"'The North Heath of Mecklenburg"
Key Words - Not Annotated/
"Provisions for Stabilization and Main- 5700GRO0004 tenance of Floating Islands of the South
Coast of German North Sea ...."
Jansen, T., and Hansen, W., German Report
of Nineteenth Planc, London, 1957.
Key Words - Not Annotated/
"Construction of a Heavy Dune Cover by 5700GRO005 Asphalt - Basalt Method on the Island of
Borkum"
Braun, W., Bitumen, Heidelburg, 8/9, 1957,
pp. 176-182.
Key Words - Not Annotated/
"Uferverdnderungen und Ktistenschutz auf 5700GRO006 Sy1t"
Lamprecht, H., Die Ktiste, Kiel, West
Germany Vol. 6, No. 2, 1957, pp. 39-93.
(GB457 .K97) (Not Translated)
Translated Title: ''Coastal Changes and Coastal Protection on SyAien!
Key Words - Not Annotated/
"Folgerungen aus Untersuchungen uber 5700GRO0007 Kustenschutzprobleme auf Sylt"
Rieder, K., Die Kuste, Kiel, West Germany,
VolksiOnm Nowe 19575. ppaul=2 0 .(GB4AS 7.5
.K97) (Not Translated)
Translated Title: "Coastal Changes and Coastal Protection Problems of the Island Sylt"
2
Key Words - Not Annotated/
"Die Abbruchursachen an der Nordwestkuste 5700GRO008 des Ellenbogens auf Sylt"'
Hundt, C., Die Kuste, Kiel, West Germany,
Vols Op NOs Ay MOSS jon Sass
GB457.5 .K97) (Not Translated)
Translated Title: "Causes of Slides on the Northwest Part of Sylt"
Key Words - Not Annotated/
"Kustenforschungen im Raum Fehmarn- 5700GRO009 Nordwagrien"
Magens, C., Die Kuste, Kiel, West Germany,
Woks Of, > Woe als OS. joao Glos).
(GB457.5 .K97) (Not Translated)
Translated Title: '"'Coastal Researches in the Area of Fehmarn- Nordwagrien."
Key Words - Not Annotated/
"Brandungsuntersuchungen an den Kusten 5700GRO010 von Fehmarn und Nordwagrien"
Magens, C., Die Kuste, Kiel, West Germany,
Vol. (6, Noe 7 19573) pp. 40-65:
(GB457.5 K97) (Not Translated)
Translated Title: "Surge Investigations on the Coast of Fehmarn and Nordwagrien"
Key Words - Not Annotated/
"Effects of Coastal Protective Structures on 5700GRO011 Sylt"
Lamprecht, H., Wasserwirtschaft, Stuttgart,
Vola 7a NO sono Sie
Key Words - Not Annotated/
74
"Coastal Protection and Scientific 5700GRO012 Basis of Research"
Schmitz, H. P., Wasserwirtschaft-
Wassertechnik, Berlin, West Germany,
Vola ReNoe 2), 1957; pp. 64-747
Key Words - Not Annotated/
"Possibilities and Limits for Applica- 5700GR0013 tion of Asphalt Types of Constructions
for Coastal Protection"
Zischer, F. F., Proceedings of the
Testing Institute of Hannover, No. 12,
1957.
Key Words - Not Annotated/
"Artificial Restoration of Beaches with 5700GRO014 Special Regard for Beach Flushing,
Norderney, 1951-52"
Kramer, J., Annual Report of Research
Institute, Norderney, Vol. 9, 1957,
pp. 107-139.
Key Words - Not Annotated/
"Protection Works on the Mexican Coast: 5701GRO001 the Creation of Beaches and Dunes"
Diaz-Marta, M., The Dock and Harbour
Authority, London, Vol. 37, Nos. 435-436,
Jan., Feb., 1957, pp. 306-309, 338-340.
A system of four rubble-mound groins was constructed at Vera Cruz, Mexico. Among the various protective structures constructed, these groins helped to stabilize the beach.
Key Words - Rubble-mound/Central America/System/1955-1959/
"Chatham, Mass., Beach Erosion Control 5704GRO001 Study"
U. S. Army Corps of Engineers, House Document
No. 167, 85th Congress, lst Session, Apr., 1957.
75
Key Words - House Document/Not Annotated/
"Photographs of Compo Beach, Westport, 5705GRO001 Conn. After Groin Construction and Before
Fill Placement"
U. S. Army Corps of Engineers, May, 1957,
New England Division, Boston, Mass.,
Unpublished Report. (V.F. 1772 5/17/57
Westport)
Four 8- by 10-inch oblique aerial photographs show Compo Beach, Westport, Conn. after groin construction, but before fill was placed.
Key Words - Single/Field/Impermeable/Rubble-mound/N. Atlantic/ 1955-1959/Long/Low/Photographic/
"Photographs of Sasco Hill Beach, Fairfield, 5705GRO002 Conn. After Groin Construction and Before
Fill Placement"
U.S. Army (Corps (of Engineers, May, 1957,
New England Division, Boston, Mass., Un-
published Report. (V.F. 1772 5/17/52
Fairfield)
Three 8- by 10-inch oblique aerial photographs of Sasco Hill Beach, Fairfield, Conn., show groins before fill was placed.
Key Words - Single/Field/Impermeable/Rubble-mound/N. Atlantic/ 1955-1959/Long/Low/Photographic/
"Areas 8 and 11, Saugatuck River to Byram 5705GR0003 River, Conn., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 174, 85th Congress, lst Session,
May, 1957.
Key Words - House Document/Not Annotated/
"Santa Cruz County, Calif., Beach Erosion 5705GRO004 Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 179, 85th Congress, Ist Session,
76
May, 1957.
Key Words - House Document/Not Annotated/
"Delaware Coast from Kitts Hummock to 5707GRO001 Fenwick Island, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 216, 85th Congress, lst Session, July 1957.
Key Words - House Document/Not Annotated/
"Asphalt Groins - Two-year Report" 5708GRO001 Anonymous, Engineering News-Record,
McGraw-Hill Pub. Co., Vol. 159, Aug. 22,
1957, pp. 42-44.
Asphalt groins were inspected 2 years after construction. In- spection showed that the groins had caused accretion of sediment and that during at least six hurricanes and many lesser storms they had held the beach.
Key Words - Asphalt/N. Atlantic/Economics/Low/Impermeable/1950-1954/ 1955-1959/System/Accretion/Erosion/ ;
"Appendix VI, Humboldt Bay (Buhne Point), -5709GROO01 Calif., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 282, 85th Congress, 2nd Session,
SEOs, UISV6
Key Words - House Document/Not Annotated/
"Florida Coastal Problems" 5712GRO001 Bruun, P., Gerritsen, F., and Morgan,
w. H., Proceedings of Sixth Conference
on Coastal Engineering, Council on Wave
Research of the Engineering Foundation,
Dec IOS 7 Epps 465-5095" (12037 C6)
A short review describes the types of groins used along Florida's
Ala
shoreline. The authors believe that the best groin for Florida is either the low, impermeable, nonadjustable groin or the impermeable, adjustable type.
Key Words - Impermeable/S. Atlantic/Permeable/Adjustable/System/ Artificial-fi11/Timber/Concrete/Structural-design/
"Some Coastal Engineering Problems in India" 5712GR0002 dioyulkelicee., Do Won Coils, Gs Wo, ehove!
Apte, A. S., Proceedings of Sixth Conference
on Coastal Engineering, Council on Wave
Research of the Engineering Foundation, Dec.,
IOS 5 05 SlOSSil)s (GQUEZ0s. a(Co))
A section of coastline on the southern tip of India was subject to increasing amounts of erosion. A breakwater and an 1l-element impermeable groin system were constructed as an experiment. Labora- tory model experiments were also made. Observation of the structures in field and laboratory led to proposed advantageous construction of protective structures along other parts of shoreline where erosion was eminent.
Key Words - Experimental/Field/Rubble-mound/System/Misc-plan/ Accretion/Asia/Model/Structural-design/Long/Impermeable/ Erosion/Scour/
"The Origin and Stability of Beaches" 5712GR0003 Hoyle, J. W., and King, G. T., Proceedings
of Sixth Conference on Coastal Engineering,
Council on Wave Research of the Engineering
Foundation, Dec., 1957, pp. 281-301.
(TC203 .C6)
Compression of wet or "'running sand'’ can be produced by correctly designed groins, resulting in the stabilization of beaches. According to the authors, groins must be impermeable, substantial in construction so that they can withstand the longitudinal thrust of stabilized beach material, and high and long enough so that beach material will not be lost over or around them.
Key Words - Impermeable/Long/High/Theory/
"Palm Beach County from Lake Worth Inlet 5712GR0004 to South Lake Worth Inlet, Florida, Beach Erosion Control Study"
78
U. S. Army Corps of Engineers, House Document No. 342, 85th Congress, 2nd Session, Dec., 1957.
Key Words - House Document/Not Annotated/
"Biological Help in Coastal Protection" 5800GRO0001 Bulow, K., Wasserwirtschaft-
Wassertechnik, Berlin, Vol. 8, No. 2,
pp. 54-63.
Key Words - Not Annotated/
"Schutz und Entwasserung der Niederungs- 5800GRO002 gebiete an der Schleswig-Holsteinischen
Ostseekuste"
Kannenbert, E. G., Die Kiiste, Kiel, West
Germany, Vol. 7, No. 1, 1958/1959, pp.
47-106. (GB457.5 .K97) (Not Translated)
Translated Title: ''Protection and Drainage of Depressed Areas of the Schleswig-Holstein Baltic Sea Coast"
Key Words - Not Annotated/
"Dune Protective Works on Sylt" 5800GRO003 Lamprecht, H., Bautechnik, Berlin, Vol. 35, Nowlin 958iea pp) 6 =—20:-
Key Words - Not annotated/
"Basic Coastal Model" 5800GRO004 Anonymous, Hydraulics Research 1957,
Department of Scientific and Industrial
Research, Her Majesty's Stationery Office,
London, 1958, pp. 52-54. (TC158 .G7
G786b)
Experimental study on groins shows: (1) High, impermeable groins
closely spaced trapped greatest amount of material; (2) no loss of sand occurred if sand built up to the top of the groins; (3) low,
79
widely spaced groins are to be preferred, and (4) permeable groins had little influence on longshore transport.
Key Words - System/Transport-normal/Model/High/Impermeable/Low/Misc-
plan/Permeable/Rubb1le-mound/Experimental/Erosion/ Accretion/
Water Economy between North Sea and 5800GRO0005 Baltic Sea, 1948-58 Rieder a eandeSuha Hin, akveleelO Sion
Key Words - Not Annotated/
Manuel of Water Economy 5800GRO006 Press, H., Hamburg, 1958.
Key Words - Not Annotated/
"Swell and Surge as Basis for Planning 5800GRO007 and Design in Sea Structures and Coastal Protection"
Magens, C., Proceedings of the Testing Institute of Hannover, No. 14, 1958.
Key Words - Not Annotated/
"Thames River to Niantic Bay, Conn., 5801GRO001 Beach Erosion Control Study"
U. S. Army Corps of Engineers, House
Document No. 334, 85th Congress, 2nd
Session, Jan., 1958.
Key Words - House Document/Not Annotated/
"Berrien County, Michigan, Beach Erosion 5802GRO001 Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 336, 85th Congress, 2nd Session,
Feb alo S38
80
Key Words - House Document/Not Annotated/
"Shore of New Jersey from Sandy Hook To 5802GR0002 Barnegat Inlet, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 332, 85th Congress, 2nd Session, Rebey OSS).
Key Words - House Document/Not Annotated/
"Feeder Beaches and Groins Restore Presque 5803GRO001 Isle Peninsula"
Omstead, L. W., and Lynde, G. A., Civil
Engineering, ASCE, Vol. 28, No. 3, Mar.,
OSS eppewli72 175.
. Since 1819 Presque Isle Peninsula, Pennsylvania, has been subjected to increasing amounts of erosion. A program involving placement of fill, and construction of bulkheads and groins was started in 1955 to restore the peninsula and combat erosion.
Key Words - Erosion/Great Lakes/Artificial-fill/System/Field/ / Experimental/Steel/Misc-plan/Concrete/Economics/1955-1959
"South Kingstown and Westerly, R. I., 5809GRO001 Beach Erosion Control Study"
U. S. Army Corps of Engineers, House
Document No. 30, 86th Congress, Ist
Session, Sept., 1958.
Key Words - House Document/Not Annotated/
"An Experimental Study on the Effect of 5810GRO001 Coastal Groins"
Horikawa, K., and Sonu, C., Coastal
Engineering in Japan, Committee of
Coastal Engineering, JSCE, Vol. 1, Oct.,
1958,pp.) 59-742 (TE203) . C652)
This report was not designed to present design formula for groins, but points out that flow patterns in the vicinity of groins are far
8
more complicated than has generally been realized. Along with analysis of flow patterns, characteristics of sand movement around groins are discussed.
Key Words - Erosion/Scour/Accretion/Impermeable/Permeable/Low/ Adjustable/Misc-plan/System/Experimental/Model/Single/ Theory/
"Summary Statement Concerning Importance 5810GR0002 of a Groin Design Criterion"
Wicker, C. F., Seminar on Groins at
Princeton, N. J., ASCE Sponsored, Oct.,
1958, 2 pp., Unpublished.
At the updrift lip of an inlet or at the updrift side of a sub- marine canyon, it is desirable to trap and conserve all of the supply of sand. To do this, a groin must be long, high, and impermeable. Writer believes that these are the only situations where such a structure is desirable.
Key Words - Impermeable/Structural-design/Erosion/Accretion/High/ Long/Low/
"Motion of Sand Particles Between Groins" 5812GRO001 Nagai, S., and Kubo, H., Journal of Water-
ways and Harbors Division, ASCE, Vol. 84,
No. WWS, Paper 1876, Dec., 1958, 28 pp.
Experiments on the motion of sand particles between groins were performed in a fixed basin to compare with the results of groins in a movable bed. The comparison proved that both results were in com- paratively good agreement. Experimental results were found for beaches without groins, with single groins, with a groin system, with various groin spacing, and different angle of wave incidence.
Key Words - Experimental/Single/System/Theory/Misc-plan/Model/ Impermeable/
"Protecting Our Shore Line" 5812GRO0002 Brater, E. F., Consulting Engineer, Vol. I Noo 5 WxCa 5 MOSS. ies QASCK
Among various shore protection methods, author briefly discusses
82
groin systems, maintaining that they should be impermeable. Spacing and length of groins are considered.
Key Words - Great Lakes/Rubble-mound/Timber/Impermeable/Low/Field/ High/Short/Artificial-fi11/System/
"Model Investigations of Harbor Inlet 5900GRO001 Silting"
Blau, E., Wasserwirtschaft-Wassertechnik,
Berlin, Voll: 951959), pp. 2442251.
Key Words - Not Annotated/
"Groins with Asphalt Grout in Fast 5900GRO002 Friesian Coast Region"
Jansen, T., Bitumen, Heidelburg, No. 3,
T1959)
Key Words - Not Annotated/
"Littoral-Drift Problem at Shore-Line 5900GRO0003 Harbors"
Johnson, J. W., Transactions of the
American Society of Civil Engineers,
Vola Aem Paper Now 29925) 1959) "pp
525-555.
Structures protecting California's harbors have interrupted the littoral drift. These structures often act as complete barriers causing sediment to be trapped. Examples are Santa Barbara, Camp Pendleton, and Santa Monica.
Key Words - California/Accretion/Field/
"Receding of Shoreline at Cochin by Groynes 5900GRO0004 and a Seawall"
Anonymous, 1959, Central Water and Power
Research Station Poona, Poona, India,
Annual Research Memoirs, Ministry of Irrigation
and Power, pp. 283-287. (TC158 .14 139a)
83
Effects of a 10-element groin system near Cochin, India during 1956-1957 are discussed.
Key Words - System/Asia/1955-1959/1950-1954/Impermeable/
"Sea Defence Groynes" 5900GRO005 Oliver, A. C., and Richardson, H.,
Timber Development Association, London,
ISSO
Key Words - Not Annotated/
Cultivated Land Conservation and 5900GRO0006 Reclamation Press, H., Berlin and Hamburg, 1959.
Key Words - Not Annotated/
"Better Jetty for Less Money" 5903GRO001
Reed, T. M., Municipal Construction, Mase lO SOs (VES ORS //S9))
Asphalt-coated, corrugated, metal sheets were used to construct a jetty at Savannah Beach, Georgia. Use in the construction of groins is promoted.
Key Words - Asphalt/Steel/S. Atlantic/1955-1959/Const-procedure/ Economics/
"Coastal Engineering Study at Pompano 5903GR0002 Beach"
Bruun, P., Mar., 1959, Unpublished Report
Prepared for the City of Pompano Beach,
Florida, Coastal Engineering Laboratory,
University of Florida, Gainesville.
(DE23325) 5 E64)
The coastal protection situation (1959) at Pompano Beach, Florida, including groin structures is discussed.
Key Words - Impermeable/Short/Adjustable/High/Low/Erosion/Accretion/
84
"Generalities on Coastal Processes and 5903GRO003 Protection"
Schijf, J. B., Journal of the Waterways
and Harbors Division, ASCE, Vol. 85, No.
WWI Peele Mar eel 959 ppe, las
The engineering basis of coastal protection is discussed with emphasis on the Netherlands seacoast. The paper supports a shift in the old philosophy of protection by groins and seawalls to a new philosophy of protection by sand fill.
Key Words - System/Low/Terminal/Artificial-fill/Europe/
"Unfinished Business - New Jersey Groin 5904GRO0001 Project Stalled by Winter"
Anonymous, Asphalt Institute Quarterly, Apr 959),uppe7—8 18 (VIF 9280459)
Three types of structural designs used in the construction of asphalt groins are presented along with a commentary on construction procedures.
Key Words - Low/Structural-design/Const-procedure/S. Atlantic/ N. Atlantic/Impermeable/Asphalt/
"Behavior of Sand-Asphalt Groins at 5905GRO0001 Ocean City, Maryland" Jachowski, R. A., U. S. Army Beach Erosion
Board Miscellaneous Paper, No. 2-59, Washineton, De C2, May, 1959. . (BEB M.P. 2-59)
Maryland north from Ocean City to Delaware has had a history of erosion over the past century. In 1954 and 1955 the Maryland State Roads Commission desired to stabilize this shore, and with limited funds available decided to experiment with sand-asphalt construction for a groin system. Construction procedure, the behavior of the beach and groins are discussed; illustrative and photographic coverage in- cluded. Subsequent surveys showed that the groins were repeatedly undermined and settled or were destroyed. Net effect of the entire groin system at the end of 3 years was negligible.
Key Words - 1950-1954/1955-1959/Asphalt/Field/System/Low/Impermeable/
N. Atlantic/Erosion/Misc-plan/Scour/Accretion/Const- procedure/Structural-design/
85
"Laboratory Study of the Effect of Groins 5906GRO001 on the Rate of Littoral Transport: Equip-
ment Development and Initial Tests"
Savage, R. P., U. S. Army Beach Erosion
Board Technical Memorandum, No. 114, June,
19 59RS SOs pps
Waves were generated to impinge obliquely on a sand beach in an outdoor wave test basin. Longshore movement of sand due to wave action, with and without groins, was measured. Procedures and equip- ment for trapping, measuring and transporting entrapped sand to the updrift end of the beach are described. Test results, such as cumula- tive weight of sand movement relative to test duration, relative weight of sand trapped in different profile zones and physical changes to profile and bottom contours, are graphically presented. Rate of sand movement relative to applied wave energy is compared with values obtained by other investigators. Rates determined from small-scale laboratory data fall below an extrapolated curve derived from data from field tests. No positive conclusions are drawn; further testing is underway.
Key Words - Experimental/Model/System/ERosion/Accretion/ Impermeable/
"Shore of New Jersey - Barnegat Inlet to 5908GRO001 Cape May Canal, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 208, 86th Congréss, lst Session,
AUGET. O59
Key Words - House Document/Not Annotated/
"Shore Between Pemberton Point and Cape 5910GRO001 Cod Canal, Mass., Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 272, 86th Congress, 2nd Session, Oct 1959"
Key Words - House Document/Not Annotated/
"Coast Erosion and Defence" 6000GRO001 Russell, R. C. H., Department of Scien- tific and Industrial Research Hydraulics
86
Research Station, London, Hydraulics Research Paper, No. 3, 1960, 14 pp. @GlsG7p No. 3)
Among nine questions and answers on coast erosion and defense, these are especially pertinent to groins: (1) how should the de- signer decide whether or not groins are desirable in a particular case, and how should he decide on the spacing, length, height, profile, and orientation? (2) what are the relative merits of permeable and im- permeable groins? (3) what causes lee side scour, and how should the problem be dealt with by the designer of sea defenses?
Key Words - Model/Experimental/Europe/Accretion/Misc-plan/Low/Short/ System/Erosion/Scour/Artificial-fill1/Mobbs/Permeable/ Impermeable/1960-1964/
"Protection of the West Beach of Sylt 6000GRO0002 Island by Flat Groins"
Zischer, F. F., Bitumen, Heidelberg, No.
SY79ee1960),, p. 190:
Key Words - Not Annotated/
"Wessagussett Beach, Weymouth, Mass." 6002GRO001 U. S. Army Corps of Engineers, House
Document No. 334, 86th Congress, 2nd
Session, Feb., 1960.
Key Words - House Document/Not Annotated/
"A Contractor Battles the Tides" 6004GRO001 Eastburn, H. C., Shore and Beach,
American Shore and Beach Preservation
NSSOCHu VOI. 26, No. 1 Apr. 1960),
p. 29. (TC330 .Am3)
Repair and extension of groins at Bethany Beach, Delaware, were undertaken by a low-bid company. Construction procedures and cost of construction are presented.
Key Words - N. Atlantic/Artificial-fill/System/Erosion/Timber/Steel/
Rubb le-mound/Economics/Const-procedure/Maintenance/1955- 1959/1960-1964/Impermeable/Accretion/
87
"Scale Effects in Models with Littoral 6008GRO001 Sand-Drift"
Reinalda, R., Proceedings of Seventh
Conference on Coastal Engineering,
Council on Wave Research of the Engineer-
ing Foundation, Aug., 1960, pp. 318-325.
(TE20 58566)
Erosion problems around the Thyboron Channel on the west coast of Denmark were studied in models. Analogs and differences between actual field history and model studies of erosion and accretion due to groin construction are presented.
Key Words - Model/Experimental/Field/Erosion/Accretion/Scour/Const- problems/1900-1949/Europe/Long/1960-1964/
"The Development of Coastal Profiles on 6008GRO0002 a Receding Coast Protected by Groynes"
Sorensen, T., Proceedings of the Seventh
Conference on Coastal Engineering, ASCE,
Aug., 1960, Vol. 2, pp. 836-846.
(GKEZW)ss, a5)
This paper analyzes the longshore sand transport by waves and currents on natural coasts outside the breaker zone. A tentative expression for the transport capacity is established and applied to the problem of the effect of groins on the development of the coast profiles. It is shown that results are consistent with observed development of the Danish North Sea Coast at Thyboron, which has been protected by groins and closely observed for 60 years.
Key Words - Theory/Field/System/Transport-normal/Europe/Erosion/
"Shoreline Advancement by Sea Wall and 6008GRO0003 Groynes at Cochin" Hiranandani, M. G., and Gole, C. V.,
Proceedings of the Seventh Conference on
Coastal Engineering, Vol. 2, Aug., 1960, pp. 860-871. (TC203 .C6)
This report on the groins and seawall at Cochin, India, presents the following conclusions: (i) Groins 200 feet long are to be pre- ferred to groins 150 feet long. (ii) Spacing between groins should not exceed three times the groin length. (iii) Heavy stones, used as seawall armor on a core of smaller stones, result in decreased rate of maintenance. (iv) Piles at toe of seawall do not give extra protection
88
to the seawall. (v) Inclined groins do not commend themselves for adoption on this coast.
Key Words - Rubble-mound/Piling/Permeable/Impermeable/System/Misc- plan/Const-procedure/Erosion/Short/Accretion/1955-1959/ Field/Model/
"Coastal Protection Works and Related 6008GRO0004 Problems in Japan"
Hom-ma, M., and Horikawa, K., Proceedings
of the Seventh Conference on Coastal
Engineering, Council on Wave Research of
the Engineering Foundation, Aug., 1960,
pp. 904-950. (7TC203 .C6)
This extensive discussion of coastal engineering in Japan in- cludes a survey of the types of protective works, including groins.
Key Words - Asia/Field/Concrete/Short/
"Beach-Rehabilitation by use of Beach 6008GRO005 Fills and further Plans for the Protection
of the Island of Norderney"
Kramer, J., Proceedings of the Seventh
Conference on Coastal Engineering, ASCE,
Aug., 1960, Vol. 2, pp. 847-859.
(TC203 .C6)
This paper discusses the placement of artificial nourishment on a heavily groined beach on the island of Norderney, Germany. Changes in beach profiles are given following the 1951-1952 filling operation. Also presented is a plan for future fill operations.
Key Words - System/Srosion/Artificial-fill/Field/Europe/1950-1954/
"San Diego County, Calif., Appendix IV, 6009GRO001 Phase 2, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 456, 86th Congress, 2nd Session,
Sept., 1960.
Key Words - House Document/Not Annotated/
89
"Design and Construction of the Seal 6010GRO001 Beach Groin"
Nicol, F. E., Shore and Beach, American
Shore and Beach Preservation Assoc.,
Wolls 285 NOs Bp Ocks5 ISOS do 24=2O.
(TC330 .Am3)
Due to increased deterioration of Seal Beach, California, state and federal aid was recommended by the Corps of Engineers. A single groin, deemed the most economical solution, was constructed.
This concise, though comprehensive, article presents the struc- tural design, constructive procedure, and an especially pertinent conclusion enumerating construction and engineering problems.
Key Words - Single/Impermeable/Concrete/Artificial-fill/Structural- design/Erosion/Const-procedure/Accretion/Timber/Piling/ Const-problems/California/1955-1959/1960-1964/Field/
"Coastal Protection in Massachusetts" 6010GRO002 MacKinnon, R. B., and Hannon, J. R.,
Shore and Beach, American Shore and Beach
PresemvatvonyANssoc., VoOleeZc. NO e2nn OGte.
1960, pp. 37-38. (TC330 .Am3)
Spur groins constructed normal to jetties on the updrift side near the low water line were successful in stopping scour along the jetties. In a short time, the foreshore built out to where the spur was placed. Author points out these groins may not be a solution for all similar instances.
Key Words - Rubble-mound/Erosion/Accretion/Impermeable/Misc-plan/ N. Atlantic/Field/1960-1964/Short/Scour/Spur/
"Uber den Einfluss von Strandbuhnen auf 6100GRO001 die Sandwanderung an Flachkusten"
Gutsche, H., Mitteilungen des Franzius-
Institus fur Grund-un Wasserbav der Tech-
nischen Hochschule Hannover, Vol. 20,
1961, pp: 74=211.
Translated Title: '"'On the Influence of Groins on Sand Movement along Low-Lying Coasts"
Key Words - Not Annotated/
90
"A Scientific Basis for Design of Groyne 6100GRO002 Systems" Hovde, Ji Wa, and King, “G. T., the Surveyor,
and Municipal and County Engineer, London, Wolls | 1ZOp MOSS ps Ol =o7ile
Key Words - Not Annotated/
"Sea Defence Groynes - 4" 6101GRO001 Oliver, A. C., Civil Engineering, London, Woll, 565 NOs OS4R dimnig sy WOO pon 790s
Key Words - Not Annotated/
"Lake Erie Shore Line from the Michigan- 6101GRO002 Ohio State Line to Marblehead, Ohio, Beach
Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 63, 87th Congress, lst Session,
Janes 9 Oy.
Key Words - House Document/Not Annotated/
"Behavior of Beach Fills in New England" 6102GRO001 Perdikis, H. S., Journal of the Waterways
and Harbors Division, ASCE, Vol. 89, No.
WW1, Paper No. 2744, Feb., 1961.
A study of behavior of fills placed on 10 New England beaches is presented. Quantitative determinations of changes in volumes of the fill, high and low water shoreline positions, and slopes were made. Groins, single and in systems, were built to help retain fill.
Key Words - N. Atlantic/Artificial-fill/Impermeable/Rubble-mound/ Erosion/Accretion/Single/System/Field/
"Groins on the Shores of the Great Lakes" 6105GRO001 Lee, C. E., Journal of the Waterways and
Harbors Division, ASCE, Vol. 87, No. WW2,
Paper 2819), May, 1961, pp. 89-111.
Groins are not a cure-all for shore erosion problems; faulty de- sign or misplacement can create additional problems or increase exist- ing problems. This comprehensive paper summarizes data on existing groins, changes in lake levels, other processes, notes on design of groins for the Great Lakes, and some indication of research and costs.
9|
Key Words - Great Lakes/Permeable/Impermeable/Concrete/S. M. Wood/ Timber/Stee1/Piling/Rubble-mound/Misc-plan/Geometric- shapes/System/T-groins/Scour/Economics/Field/1960-1964/
Structural-design/
"Palm Beach County, Florida, from Martin County Line to Lake Worth Inlet and from South Lake Worth Inlet to Broward County Line, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 164, 87th Congress, lst Session, May, 1961.
Key Words - House Document/Not Annotated/
"New Jersey Coast of Delaware Bay from Cape May Canal to Maurice River, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 196, 87th Congress, Ist Session, June, 1961.
Key Words - House Document/Not Annotated/
"Amelia Island, Florida, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 200, 87th Congress, lst Session, June, 1961.
Key Words - House Document/Not Annotated/
"Coast Protection -- Groynes"
Hoyle, JauWe, and KingesiG. ay. Journal lof the Institution of Municipal Engineers, Vol. 88,
Noo re Tuner eo Gu:
Key Words - Not Annotated/
"A Study of Groins and Their Function as Hydraulic Structures" Pretious, E. S., and Vollmer, E., Technical
972.
6105GRO0002
6106GRO0001
6106GR0002
6106GRO0003
6107GRO001
Note No. 35, Department of Civil Engineer- ing, University of British Columbia, Van- couver, Canada, July, 1961. (TC426.B2tn)
In a systematic laboratory model study of groin structures, lengths, crest heights and slopes, shapes and slopes of groin heads, side slopes. ratios of groin spacings to lengths, ratios of crest heights to water depths, angles of inclination to the waterline, and various degrees of permeability of groins were investigated. All results are fully illustrated and qualitative.
Key Words - Experimental/Model/Terminal/System/Scour/Erosion/ Accretional/Shoaling/Structural-design/Single/Misc-plan/ T-groins/Long/Short/Permeable/Impermeable/L-groins/Theory/
"Behavior of Beach Fill and Borrow Area 6108GRO0001 at Prospect Beach, West Haven, Connecticut"
Vesper, W. H., U. S. Army, Beach Erosion
Board Technical Memorandum, No. 127, Aug.,
NOG EZSe ppl
Comparative survey and sample data are analyzed to determine behavior of beach fill obtained from an offshore borrow source. A groin system and feeder beach were also included in the project. The project has provided a protective beach over a 3-year period equal to or greater than minimum dimensions required. Average annual losses have been about 13,000 cubic yards per year, and the feeder beach has performed satisfactorily. Size and sorting characteristics of the fill material are shown to have been suitable, using Krumbein's method of computed composite curves. Borrow sources, although only 1,000 feet offshore, were suitable for local wave conditions, and shoaling thereof has been limited to silty material. Annual costs have been about $3.00 per linear foot of shore protected. The groins are effective and have probably reduced fill losses to a degree justifying their construction.
Key Words - N. Atlantic/System/Misc-plan/Accretion/Economics/Rubble- mound/ Impermeable/Field/Low/Long/1955-1959/
"Groins on the Shores of the Great Lakes" 6111GRO0001 Rayner, A. C., and Rector, R. L., Journal
of the Waterways and Harbors Division, ASCE,
VoleS\/INOmnNWAS Nove (oO GIR pamsi7e
The authors state that use of permeable groins is not warranted
along the Great Lakes because of the deficiency of littoral drift along those shorelines. This short article provides insight on groin
93
costs, length, and percentage of permeable to impermeable groins on the Great Lakes.
Key Words - Permeable/Impermeable/Short/Long/Economics/Great Lakes/ Artificial-f111/1960-1964/
"The Selsey Coast Protection Scheme" 6112GRO001 Duvivier, J., Journal of the Institution
of Civil Engineers, London, Vol. 20, Dec.,
1961, pp. 481-506. (TC257 .D2)
Because of threatening erosion or inundation or both, a scheme was undertaken to construct protective structures, including groins, on the coast east and west of Selsey Bill, England. This paper gives the history of erosion, trends of littoral transport and currents, sediment supply sources, scheme of protective works, and results after construction.
A new type of articulated groin built with transverse and longi- tudinal flexibility is discussed, and its satisfactory performance noted. Measures taken to combat erosion beyond the terminal groin are presented.
Key Words - Terminal/Concrete/System/Europe/Piling/Accretion/Erosion/ Field/Timber/1950-1954/1955-1959/1960-1964/Impermeable/ misc-plan/Structural-design/Scour/Maintenance/
"Beach Erosion and Protection Works in 6112GRO0002 Imazu-Sakano Beach"
Kubo, M., and Iwasa, N., Coastal Engineer-
ing in Japan, JSCE, Vol. 4, Dec., 1961,
pp. 103-114.
This article presents the design of protective structures includ- ing T-groins constructed of concrete hexa-leg blocks at Imazu-Sakano Beach, Japan.
Key Words - Impermeable/Asia/Concrete/T-groins/Transport-normal/
Structural-design/Misc-plan/System/Economics/Geometric- shapes/
"Photographs of Sarasota County, Florida, 6200GRO001 Showing Groin Installation"
94
Budd, W., 1962, Unbound collection. (V.S. 1772)
Photos show a Sarasota County, Florida beach before and after construction of Budd dog-bone groins, 1961-1962.
Key Words - Budd/Photographic/S. Atlantic/Permeable/
"Behavior of Beach Fills in New England" 6200GRO002 Perdikis, H. S., Transactions of the
American Society of Civil Engineers, Vol.
IZ7EePart] 45 Paper No. 3337, 1962, pp.
292-328.
A study of the behavior of fills placed on 10 New England beaches is presented. Quantitative determinations of changes in volumes of the fill, high and low water line positions, and beach slopes were made. The groins, in systems and singly, were either pre-existing or burlthto help*retain the £111.
Key Words - N. Atlantic/Artificial-fill/Impermeable/Rubble-mound/ Erosion/Accretion/Single/System/Field/
"Groynes as Barriers to Movement of Beach 6200GRO0003 Material" Hoyle, J. W., and King, G. T., The Surveyor,
and Municipal and County Engineer, London, Volyal2 W962) pp. 601-60!
Key Words - Not Annotated/
"Belle Pass to Raccoon Point, Louisiana, 6202GRO001 Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 338, 87th Congress, 2nd Session,
Feb. , 1962.
Key Words - House Document/Not Annotated/
"Asphalt Groins" 6204GRO001 Asphalt Institute, Asphalt in Hydraulic
Structures, 3rd ed., Manual Series No. 12,
Apr., 1962, pp. 95-103. (TN853 .A4)
95
Structural design features and modes of construction are pre- sented.
Key Words - Asphalt/Low/Short/Const-procedure/Structural-design/ Impermeable/
"Use of Concrete for Shore Protection" 6204GR0002 Sellner, E. P., Shore and Beach, American
Shore and Beach Preservation Assoc., Vol.
30, No. 1, Apr., 1962, pp. 18-24.
(TC330 .Am3)
A general discussion of groins is included in this article. Groin design, purpose, spacing and length are discussed. Decision factors as to whether or not to use groins are presented.
Key Words - Impermeable/Permeable/Concrete/Great Lakes/Structural- design/Geometric-shapes/Single/Field/Erosion/Accretion/ 1960-1964/
"Asphalt in Beach Erosion Control 6204GRO0003 Structures"
Smith, D., Shore and Beach, American
Shore and Beach Preservation Assoc., Vol.
30, No. 1, Apr., 1962, pp. 31-34.
Hot-mix asphalt concrete specifications for groins are discussed. Examples of a typical cross-section and plan are given. Suggested construction procedures and basic considerations for asphaltic groin design are presented.
Key Words - Asphalt/Low/Short/Const-problems/Misc-plan/Structural- design/N. Atlantic/Const-procedures/1960-1964/Impermeable/
"Coast Protection - Groyne Systems" 6204GR0004 Hoyle, J. W., and King, G. T., Surveyor
and Municipal and County Engineer, London,
Vol. 121, No. 3647, Apr., 1962, pp. 575-
579. (TC535 .H9)
Relationship between high water lines, groin spacing, and profile of a groin system is demonstrated experimentally. The results of this procedure were used in the construction of a groin system on the Norfolk coast, England.
96
This article suggests that design criteria for groin systems can be determined through experimental analysis. The design of a groin system should be carried out in two operations, that relating to the spacing and lcoation upon the plan, and that relating to the shape and levels of the profile.
Key Words - Experiment /Theory/Field/Europe/System/Permeable/High/ Low/Short/Long/Structural-design/Impermeable/Accretion/ Erosion/1955-1959/1960-1964/
"Virginia Beach, Virginia, Cooperative 6204GRO0005 Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 382, 87th Congress, 2nd Session,
Apr., 1962.
Key Words - House Document/Not Annotated/
"Shore of Sheffield Lake Community Park, 6205GRO001 Ohio, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 414, 87th Congress, 2nd Session,
May, 1962.
Key Words - House Document/Not Annotated/
"Carolina Beach and Vicinity, North 6205GRO002 Carolina"
U. S. Army Corps of Engineers, House Docu-
ment No. 418, 87th Congress, 2nd Session,
May, 1962.
Key Words - House Document/Not Annotated/
"Shore of the State of New Hampshire 6205GRO0003 Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 416, 87th Congress, 2nd Session,
May, 1962.
Key Words - House Document/Not Annotated/
97
"A Model Study of the Behavior of Beaches 6206GRO001 and Groynes"'
Kemp, P. H., Journal of the Institution
of Civil Engineers, London, Vol. 22,
19625 pp LO 20S a GlESS5.))K4))
This paper reviews factors which influence the shape of the natural shoreline in the absence of groins. A series of model experi- ments is then described; three types of impermeable groins were sub- jected to a cycle of accretion, depletion, and recovery, under the action of waves of different characteristics. Attention is drawn to the effect of the alignment and type of groin on the rate of longshore transport, littoral currents, scour, and shoreline orientation. Each arrangement of the groins is seen to possess characteristic advantages and disadvantages which can influence the choice of groin and its alignment in given circumstances. Within the limitations of ‘the groin experiments it would seem that the shoreline orientation and rate of longshore transport can be varied by modifications to groin type and alignment. Shoreline reorientation can reduce the littoral current and consequently reduce the scour. By an appropriate choice of groin type and alignment, it should be possible to orient the shoreline in such a way that the effects of storm attack are reduced.
Key Words - Experimental/Model/Accretion/ERosion/Transport -normal/ Scour/Structural-design/High/Low/System/Long/Short/ Impermeable/
"Coast of Southern California - Special 6206GRO0002 Interim Report on the Ventura Area,
Cooperative Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 458, 87th Congress, 2nd Session,
June, 1962.
Key Words - House Document/Not Annotated/
"Raritan Bay and Sandy Hook Bay, New Jersey" 6206GRO0003 U. S. Army Corps of Engineers, House Docu-
ment No. 464, 87th Congress, 2nd Session,
June, 1962.
Key Words - House Document/Not Annotated/
"The Nearshore Movement of Sand at Durbin" 6207GRO001
98
Kinmont, A., U. S. Army Beach Erosion Board Bulletin, Vol. 16, July, 1962, pp. 22-23. (BEB Vol. 16)
The impermeability of groins at Durbin, South Africa, have caused sand at their ends to be eroded. Due to an increase of water depth at their ends, the normal gradients of the beach have been disturbed. Instead of accumulating on the southern face of the groin - the littoral transport being northerly - the sand is forming a central spit, while the areas on both sides of the groins are being severely eroded.
Key Words - Africa/Field/Erosion/Accretion/ Impermeable/System/ 1950-1954/1955-1959/Scour/
"The Protection and Preservation of the 6207GRO002 Atlantic Shore Front of the State of New York"
Anonymous, Final Report, July, 1962, State of New York Temporary State Commission on Protection and Preservation of the Atlantic Shore Front.
Recurring hurricanes and seasonal storms have caused destruction along the Atlantic shoreline of New York State. Shore protection measures, including groin systems, are reviewed.
Key Words - System/Photographic/N. Atlantic/Erosion/Accretion/
"Aerial Photographs, Plum Island, 6208GRO0001 Massachusetts"
U. S. Army Corps of Engineers, Aug., 1962,
New England Division, Unpublished Report.
QE nwl772) 28/62)
Seventeen 8- by 10-inch oblique aerial photographs showing the August 1962 condition of the Plum Island jetty and a four-component rubble-mound groin system.
Key Words - N. Atlantic/Photographic/Field/System/Rubble-mound/ Impermeable/1960-1964/
"San Juan, Puerto Rico, Beach Erosion 6209GRO001 Control Study"
99
U. S. Army Corps of Engineers, House Document No. 575, 87th Congress, 2nd Session, Sept., 1962.
Key Words - House Document/Not Annotated/
"Fort Macon - Atlantic Beach and Vicinity, 6209GRO0002 North Carolina"
U. S. Army Corps of Engineers, House Docu-
ment No. 555, 87th Congress, 2nd Session,
Sept., 1962.
Key Words - House Document/Not Annotated/
"Clark Point, New Bedford, Massachusetts, 6209GRO003 Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 584, 87th Congress, 2nd Session,
Sept; 1962):
Key Words - House Document/Not Annotated/
"Beach Erosion Control Report on Cooperative 6209GRO0004 Study of Virginia and Biscayne Keys, Florida"
U. S. Army Corps of Engineers, House Docu-
ment No. 561, 87th Congress, 2nd Session,
Sept., 1962.
Key Words - House Document/Not Annotated/
"Sheet Steel Piling for Shore Protection 6210GRO0001 Structures"
Hickey, R. E., Shore and Beach, American
Shore and Beach Preservation Assoc., Vol.
SOR No: 27, Oct. e962 ppre 18 —22%
Design and examples of shore protection sturctures, including groins, constructed with sheet steel piling are presented. Some structures are built with a combination of materials. For instance, parallel walls of sheet steel piling may be filled with rock and capped with concrete.
100
Key Words - Steel/Piling/Misc-plan/Concrete/Rubble-mound/Great Lakes/ Structural-design/Impermeable/
"San Gabriel River to Newport Bay, Orange 6210GRO002 County, California, Appendix V, Phase II,
Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 602, 87th Congress, 2nd Session,
Oct el962)
Key Words - House Document/Not Annotated/
Review of Beach Erosion and Storm Tide 6211GRO001 Conditions in Florida 1961-1962"
Bruun, P., Morgan, W. H., and Purpura, J. A.,
Engineering Progress at the University of
Elonidas Vols 16, No. 11, Tech. Progress
Report No. 13, Nov., 1962, Florida Engineer-
ing and Industrial Experiment Station,
Gainesville, 104 pp. (TC203 .F62 V. 16
no. 11)
A pictorial review of erosion and Florida beach conditions shows that groins have caused serious downdrift erosion. Examples are cited.
Key Words - Photographic/S. Atlantic/Timber/Impermeable/Permeable/ Er osion/Artificial-fill/System/Field/Rubble-mound/Budd/ Adjustable/Concrete/Piling/High/Low/Accretion/
"An Investigation into the Effectiveness of 6300GRO001 Various Types of Groynes on Seaford Beach"
Anonymous, Report No. EX218, 1963,
Wallingford, Berkshire, England. (TC57
W34r For Official Use Only)
Key Words - Not Annotated/
"Construction Works for the Protection of 6300GR0002 the Coasts" :
Spataru, A., Studii de Hidraulica,
Comitetul de stat al Apelor Institutul de
101
Studii si Cercetari Hidrotechnice, Bucuresti, Woe Sy UIOOSS fo 2200 (GES SoS: W585 17.5)
Several types of constructions for the protection of the coast are presented with information concerning permeable and impermeable transverse structures. (In Romanian with an English abstract.)
Key Words - Permeable/Impermeable/
"Aerial Photographs of Wallis Sand State Beach, Rye, New Hampshire"
U. S. Army Corps of Engineers, June, 1963, New England Division, Unpublished Reprot. (Volta IkWV72 SALA 5s5)
Six ground photos show construction stages of a stone groin. Three oblique aerial photographs show the completed groin.
Key Words - 1960-1964/Single/Field/Long/High/Rubble-mound/ N. Atlantic/Impermeable/Photographic/
"Emergency Measures to Combat Beach Erosion" 6306GRO002 Bruun, P., and Purpura, J. A., Engineering
Progress at the University of Florida, Vol.
17, No. 6, Leaflet No. 158, June, 1963,
Florida Engineering and Industrial Experi-
ment Station, Gainesville, 26 pp. (TC203
.F62 Vj. 17 no. 6)
Among the emergency measures, the repair of groins damaged during storm action is discussed.
Key Words - Scour/ERosion/Maintenance/Artificial-fill/Adjustable/ Rubble-mound/Piling/
"Coastal Engineering Structures" 6307GRO001 Hall, J. V., Jr., U. S. Army Beach Erosion
Board Annual Bulletin, Vol. 17, July, 1963,
pp. 16-37. (BEB Vol. 17)
This paper describes the physical characteristics of basic
coastal engineering structures in general use; the behavior of indi- vidual structures and their behavior when grouped as a system. Also
102
described is a typical example of planning for coastal engineering works.
Groin structures are defined, the different types and their uses discussed; structural design and examples are given.
Key Words - Timber/Concrete/Steel/Rubble-mound/Structural-design/ Low/Permeable/ Impermeable/High/Long/Short/Single/System/ N. Atlantic/Field/Accretion/Erosion/Terminal/Texas Gulf/
"Review of German Experience on Coastal 6307GRO0002 Protection by Groins"
Petersen, M., U. S. Army Beach Erosion
Board Annual Bulletin, Vol. 17, July,
1963, pp. 38-54. (BEB Vol. 17)
This report contains sections on the evaluation of German docu- mentation on groins, a chronologic survey of the literature prior to 1960, the effects of groins through experience, and a bibliography on German literature on groins.
Key Words - 1900-1949/1950-1954/1955-1959/1960-1964/Misc-plan/System/ Timber/Piling/Steel/Rubble-mound/Concrete/Asphalt/ Economics/
"Structures for Shore Protection" 6307GRO0003 Hall, J. V., Civil Engineering, ASCE, Vol. 33, No. 7, July,.1963, pp. 38-41.
The most widely used and the best solution to the beach erosion problem is the artificially constructed and nourished beach. Groins are the most important structures for enlargement and stabilization of beaches.
Key Words - Permeable/Impermeable/Low/High/System/Artificial-fil1l/
"Coastal Protection for Florida" 6310GRO001 Bruun, P., and Manohar, M., Engineering
Progress at the University of Florida,
Bulletin Series No. 113, Vol. 17, No. 8,
Aug., 1963, Engineering and Industrial
Experiment Station, Gainesville, 56 pp.
(E203; 73662) v7 17)
103
Extensive coverage is given to protective structures constructed along the Florida coast. Design criteria of groins are discussed in- cluding length, spacing, height, and permeability. Charts summarize types of shore protection structures as a function of specific beach conditions.
Key Words - Accretion/Erosion/S. Atlantic/Artificial-fill/System/ Permeable/Impermeable/Adjustable/Low/Misc-plan/Europe/ Timber/Rubble-mound/Structural -design/Asphalt/T-groins/ Scour/Piling/Z-groins/
"Stabilization of Shingle Alluvial Shores 6400GRO001 by Groins of Full Profile" :
Zhdanov, A. M., U. S. Army Coastal Engineer-
ing Research Center Bulletin, Vol. 1,
1964, pp. 32-40. (CERC Bull. Vol. 1)
A formula is presented for determining dimensions in the design of groins. Model tests are correlated with observations in the proto- type. A design example is presented.
Key Words - Field/Model/Experimental/Structural-design/Theory/Asia/ ~ Short /Impermeable/System/Low/
"Effects of Large Structures on the Ohio 6400GR0002 Shore of Lake Erie"
Hartley, R. P., State of Ohio Department
of Natural Resources, Division of Geo-
logical Survey, Report of Investigations
No. 53, 1964, 30 pp. (QE151 .037r No. 53)
Large structures such as breakwaters and jetties which extend into Lake Erie are reviewed. Effects of the structures and their mainten- ance are given along with good aerial photographic coverage.
Key Words - Photographic/ERosion/Accretion/Maintenance/Great Lakes/
Oceanographical Engineering 6400GRO0003
Wiegel, R. L., Prentice-Hall International Series in Theoretical and Applied Mechanics, Fluid Mechanics Series, Prentice-Hall Inc., Englewood Cliffs, N. J., 1964, 532 pp. (GC201 WS)
104
Part of Chapter 17 in this textbook discusses the use of groins; a good introduction to the subject.
Key Words - Permeable/Impermeable/High/Low/Adjustable/Z-groins/ Corner-groins/T-groins/Structural-design/Asphalt/ Artificial-fill/Misc-plan/Scouring/Theory/
"Proteccao da Costa Contra a Erosao 6400GRO004 Maritima e Formacae de Praias de Arcia -
dois Problemas na Costa de Mocambique"'
Gomes, N., Fomento, Vol. 2, No. 2, 1964,
pp. 73-88.
Key Words - Not Annotated/
"Stability of Beaches Using Groins" 6406GRO0001 Ishihara, T., and Sawaragi, T., Proceed- ings of Ninth Conference on Coastal Eng- ineering, ASCE, June, 1964, pp. 299-303.
The authors conducted a field investigation on the stability of beaches, using groins along the Imazu and Sakano Coasts in Tokushima, Japan. Based on the survey of coastal configuration between groins and on the estimation of the amount of littoral drift in the case of no structure, the storage capacity of permeable and impermeable groins was determined. It was found that the groins have to be designed in _types, lengths and intervals so that equal amounts of littoral trans- port along the coast may be secured. Conclusions are presented.
Key Words - T-groins/Long/Permeable/Impermeable/Accretion/ERosion/ Asia/Field/Misc-plan/Short/Theory/
"Hunting Island Beach, South Carolina" 6407GR0001 U. S. Army Corps of Engineers, House Docu-
ment No. 323, 88th Congress, 2nd Session,
July, 1964.
Key Words - House Document/Not Annotated/
"Atlantic City, New Jersey Beach Erosion 6407GRO0002 Control Study" U. S. Army Corps of Engineers, House Docu-
105
ment No. 325, 88th Congress, 2nd Session, July, 1964.
Key Words - House Document/Not Annotated/
"Falmouth, Massachusetts" 6407GRO0003 U. S. Army Corps of Engineers, House Docu-
ment No. 326, 88th Congress, 2nd Session,
July, 1964.
Key Words - House Document/Not Annotated/
"A Pictorial History of Selected Structures 6410GRO001 Along the New Jersey Coast"
Vesper, W. H., and Essick, M. G., U. S.
Army Coastal Engineering Research Center
Miscellaneous Paper, No. 5-64, Oct., 1964, 99 pp. (CERC M.P. 5-64)
An extensive pictorial history of selected shore protection struc- tures, this publication records relative effectiveness of the various structures, including groins, from 1929 to 1961.
Key Words - N. Atlantic/Haupt/System/Timber/Accretion/ERosion/ Imper- meable/Low/Long/Short /Maintenance/Rubble-mound/Misc-plan/ Steel /Piling/High/Photographic/1900-1949/1960-1964/Single/ Concrete/
"Protection des Cotes Contre L'Erosion 6410GRO0002 Maritime et Formation des Plages de
Sable"
Gomes, N., Hoville Blanche, Vol. 19,
No. 6, Oct., 1964, pp. 693-705.
Key Words - Not Annotated/
"Coastal Protection Procedures with 6412GRO0001 Reference to Conditions in Florida"
Bruun, P., Engineering Progress at the
University of Florida, Vol. 18, No. 12,
Bull. Series No. 118, Dec., 1964, Florida
106
Engineering and Industrial Experiment Station, Gainesville, 14 pp. (TC203 F62 v. 18 no. 12)
This article presents ordinances which govern shore protection measures for the city of Pompano, Florida. Included are codes for the maintenance and design of groins.
Key Words - Legal/Adjustable/S. Atlantic/Structural-design/Maintenance/
"Groins from Wisconsin on Lake Michigan" 6500GRO001 Essick, M. G., and Berg, D. W., U. S.
Army Coastal Engineering Research Center,
2 Vols., 1965, Unpublished Report.
Principally a historical review, report contains photographs, locations, and evaluations of permeable groins located on Lake Michigan in the state of Wisconsin.
Key Words - Permeable/Impermeable/System/Field/Great Lakes/Steel/ Piling/Structural-design/Concrete/Photographic/Long/Short/ High/Low/Maintenance/Timber/Erosion/Accretion/Rubble-mound/ 1900-1949/1950-1954/1955-1959/1960-1964/1965-1969/
"Permeable Groins from Illinois on Lake 6500GRO0002 Michigan"
Essick, M. G., and Berg, D. W., U. S.
Army Coastal Engineering Research Center,
2 Vols., 1965, Unpublished Report.
A pictorial-historic review, this report includes locations, oblique aerial photographs, and conditions of permeable groins found along Lake Michigan in Illinois.
Key Words - Permeable/Great Lakes/Concrete/Structural-design/S. M. Wood/Timber/Photographic/Maintenance/Erosion/Accretion/ System/Steel/Long/Short /Impermeable/Adjustable/Rubble- mound/Field/Single/1900-1949/1950-1954/1955-1959/1960- 1964/1965-1969/
"Permeable and Semipermeable Groins 6500GR0003 from Ohio on Lake Erie" Essacks) Me G.;. and Berg, D. W., U. S. Army
107
Coastal Engineering Research Center, 2 Vols., 1965, Unpublished Report.
Existing shore protection structures are listed as found on Lake Erie in the state of Ohio. U. S. House Documents give conditions of these structures that include permeable and semipermeable groins. Photographs, location of study sites, and evaluation of groin condi- tions are given.
Key Words - Field/Accretion/Erosion/Permeable/Timber/Concrete/Piling/ Steel/Great Lakes/Rubble-mound/Short/Long/Maintenance/ High/Low/S. M. Wood/1900-1949/1950-1954/1955-1959/1960- 1964/1965-1969/Structural-design/System/
"Report to the Twenty-First International 6500GR0004 Navigation Congress"
Shirdan, L., Twenty-First International
Navigation Congress, Permanent Interna-
tional Association of Navigation Congresses,
Brussels, Belgium, Section 2 - Ocean Navi-
gation, Subject 1, 1965, pp. 101-110.
(TCS .In8r)
Gabions used in the construction of a T-groin on the Mediterranean Sea are briefly discussed. The author concludes that it would be worthwhile to find adequate methods for the design and erection of future gabion-made groins.
Key Words - Misc-materials/T-groins/Asia/Geometric-shapes/Single/
"New Coastal Works at Nahariya (Israel)" 6502GRO001 Fried, I. C. E., The Dock and Harbour
Authority, London, Vol. 45, Feb., 1965,
Ppes25=526.7 GICZ0S5 92 D637)
A system of T-groins was constructed on the Israeli coastline of the Mediterranean Sea to improve bathing conditions. Design and eco-
nomics of the project are given.
Key Words - T-groins/Erosion/Rubble-mound/Low/Structural-design/Asia/ Economics/Impermeable/System/Misc-plan/
"Westerly, Rhode Island" 6502GRO002
108
U. S. Army Corps of Engineers, House Docu- ment No. 85, 89th Congress, lst Session, Feb., 1965.
Key Words - House Document/Not Annotated/
"Ocracoke Island, North Carolina"
U. S. Army Corps of Engineers, House Docu- ment No. 109, 89th Congress, lst Session, Mar., 1965.
Key Words - House Document/Not Annotated/
"Atlantic Coast of Long Island, Fire Island Inlet and Shore Westerly to Jones Inlet, New York"
U. S. Army Corps of Engineers, House Docu- ment No. 115, 89th Congress, lst Session, Mar., 1965.
Key Words - House Document/Not Annotated/
"Waikiki Beach, Oahu, Hawaii, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 104, 89th Congress, lst Session, Mar., 1965.
Key Words - House Document/Not Annotated/
"Haleiwa Beach, Oahu, Hawaii, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 107, 89th Congress, lst Session, Mancina) 9.65).
Key Words - House Document /Not Annotated/
"Emergency Methods to Combat Beach Erosion"
109
6503GR0001
6503GRO002
6503GRO0003
6503GRO004
6504GRO0001
Bruun, P'., and Purpura, J. A., The Dock and Harbour Authority, London, Vol. 45, Nose SS4 Apr LoCSmppe 59396).
Among emergency measures discussed, the repair procedures of groins damaged during storm action is given.
Key Words - Scour/Erosion/Maintenance/Artificial-fill/Adjustable/ Rubble-mound/Piling/
"Staten Island, Fort Wadsworth to Arthur 6505GRO001 Kill, New York, Beach Erosion Control Study"
U. S. Army Corps of Engineers, House Docu- ment No. 181, 89th Congress, lst Session, May, 1965.
Key Words - House Document/Not Annotated/
"Perth Amboy, New Jersey Beach Erosion 6505GRO002 Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 186, 89th Congress, lst Session,
May, 1965.
Key Words - House Document/Not Annotated/
"City of Evanston, Illinois, Beach Erosion 6505GRO003 Control Study"
U. S. Army Corps of Engineers, House Docu-
ment No. 159, 89th Congress, lst Session,
May, 1965.
Key Words - House Document/Not Annotated/
"Atlantic Coast of New York City from East 6506GRO001 Rockaway Inlet to Rockaway Inlet and
Jamaica Bay, New York"
U. S. Army Corps of Engineers, House Docu-
ment No. 215, 89th Congress, lst Session,
June, 1965.
110
Key Words - House Document/Not Annotated/
"Duval County, Florida" 6508GRO001 U. S. Army Corps of Engineers, House Docu-
ment No. 273, 89th Congress, lst Session,
Aug., 1965.
Key Words - House Document/Not Annotated/
"Variations in Groin Design" 6510GRO001 Berg, D. W., and Watts, G. M., Coastal
Engineering Santa Barbara Specialty
Conference, ASCE, Oct., 1965, pp. 763-797.
(TC203 .C9S6)
Considering all types of structures used for shore protection purposes, the groin is probably the most widely used and yet it is perhaps the one structure least understood. Groins or groin systems of a particular design may be found where the intended purpose was achieved; however, it is not uncommon to learn of other cases where a similar design was used and negligible benefits resulted. The purpose of this paper is to point out pertinent features of basic types of groins and to illustrate some of the many variations which have been built in the United States.
Key Words - Impermeable/Concrete/Steel/Geometric-shapes/Timber/Asphalt/ Rubble-mound/Misc-materials/Permeable/S. M. Wood/Piling/ S. Atlantic/N. Atlantic/California/Great Lakes/Alaska/ T-groins/Hawaiian Islands/Texas Gulf/Adjustable/Z-groins/ Structural -design/Budd/System/Low/Short/Single/High/Long/ Erosion/Notched/Field/Photographic/
"Use of Long Groins as Artificial Headlands" 6510GR0002 Dunham, J. W., Coastal Engineering Santa
Barbara Specialty Conference, ASCE, OCER 1OGSHEppen7 55-7622 60 (IE203y 7 C956)
The construction of short groins to trap fillets of sand along coastal beaches characterized by prevailing littoral transport has become a well known practive in coastal engineering. Less common, but often equally important, is the use of long groins to form artificial headlands which trap sand more or less permanently in artificial pocket beaches. The successful use of this long-groin technique at
three Southern California beaches is described, the need for more research as to the effectiveness of such structures is suggested, and other possible uses of long groins are discussed.
Key Words - Long/California/Field/System/Short/Misc-plan/Before 1950/ 1955-1959/1950-1954/1960-1964/Single/Impermeable/
"Groins and Effects - Minimizing Liabilities" 6510GRO0003 Lillivang, O. J., Coastal Engineering Santa
Barbara Specialty Conference, ASCE, Oct., 1965
pp. 749-754. (TC203 .C9S6)
Groins produce various effects on different shorelines; design data are sparse, so experience and judgment become important design skills to a greater degree than in most engineering problems. Court decisions are described which, from the engineering standpoint, seem opposite in effect where physical conditions were similar. The con- clusion is made that the engineer who undertakes projects including seacoast groins needs legal counsel, special engineering knowledge and experience, and a healthy respect for the continuing acceptability of the client's seacoast groins to neighboring proprietors.
Key Words - Legal/California/Erosion/
"Littoral Processes and the Development 6510GR0004 of Shorelines"
Inman, D. L., and Frautschy, J. D., Coastal
Engineering Santa Barbara Specialty Confer-
ence, ASCE, Oct., 1965, pp. 511-536.
(TC203 .C9S6)
Basic principles bearing on the nature of beaches and processes that act to modify them are considered in light of present coastal development demands. A working hypothesis is developed that applies the principle of the conservation of mass to the mechanics of granular- fluid media. This hypothesis appears to have general application to sand transport processes in the littoral zone. Additional research must be done to provide basic information in some critical areas before application can be made with assurance.
Key Words - S. Pacific/Misc-plan/System/Field/Theory/Impermeable/
"Study of Erosion Along Homer Spit and 6511GRO0001 Vicinity, Kachemak Bay, Alaska"
2
Gronewald, G. J., and Duncan, W. W., Coastal Engineering Santa Barbara
Specialty Conference, ASCE, Oct., 1965, pp. 573-682. (TC203 .C9S6)
This is a progress report on the Homer Spit Beach Erosion Study. Information is presented regarding the rapid acceleration of the erosion processes due to the subsidence of Homer Spit during the 27 March 1964 earthquake. The effect on existing groins both before and after the quake are discussed. Immediately after the quake, emergency measures were required to prevent wave and high water damage to existing structures on the spit. An evaluation of the effectiveness of these measures is presented along with basic data gathered from the study and some of the problems encountered.
Key Words - Alaska/Timber/System/Accretion/Adjustable/Misc-plan/ Permeable/Impermeable/1965-1969/
"Maritime and Riparian Use of Gabions" 6512GRO0001 Anonymous, The Dock and Harbour Authority,
London, Vol. 46, No. 542, Dec., 1965, p.
254.
Describing the various uses of gabions, this article includes a discussion on their usefulness in groin construction. Providing a semi-permeable structure, the use of gabions is especially advan- tageous where scour may occur on the downdrift side of the groin.
Key Words - Scour/Misc-materials/Structural-design/Misc-plan/High/ Low/1965-1969/Permeable/Geometric-shapes/
"Sea Groins Effectiveness Investigations 6600GRO001 Dyed Sand Tests"
Kolp, O., Beitrage zur Meereskunde,
Deutsche Akademie der Wissenschaften zu
Berlin Institute fur Meereskunde, Berlin,
Issue 17-18, 1966, pp. 6-90. (Translation)
Presented is a method for investigation of groin effectiveness which represents progress toward a solution of a controversial problem. Experimental methods in the use of dyed sand are described. The results are presented as examples of changes in submarine relief, changes in current fields, and distribution of dyed sands. The results indicate the correctness of this approach to an investigation of this type.
Key Words - System/Europe/Erosion/Field/Piling/Accretion/Impermeable/
3
"Coastal Processes" 6606GRO001 Johnson, J. W., and Eagleson, P. S.,
Estuary and Coastline Hydrodynamics,
A. T. Ippen, ed., McGraw-Hill Book Co.,
Inc., New York, June, 1966, pp. 266-268.
(GC20 .164e)
A general introduction is presented concerning classification and types of groins and their purposes.
Key Words - Permeable/Impermeable/High/Low/Timber/Steel/Concrete/ Adjustable/System/Single/
"Shore Protection, Planning and Design" 6606GRO002 U. S. Army Corps of Engineers, Coastal
Engineering Research Center Technical
Report, No. 4, 3rd ed., June, 1966.
The purpose of groins, their effects, types of groins, design criteria of the different types, and construction considerations are presented in this comprehensive text. Plans and photographic illustrations are included.
Key Words - Accretion/Artificial-fill/Erosion/Scour/Const-procedure/ Structural-design/Geometric-shapes/High/Long/Low/Short/ Adjustable/Great Lakes/Misc-plan/Notches/Single/System/ California/Asphalt/Concrete/Piling/Rubble-mound/Steel/ Timber/ Impermeable/Permeable/Case/Du-Plat-Taylor/
"Beach Erosion Control Study, St. Johns 6607GRO001 County, Florida"
U. S. Army Corps of Engineers, House Docu-
ment No. 97, 89th Congress, 2nd Session,
July, 1966.
Key Words - House Document/Not Annotated/
"Special Study of City of San Diego 6608GRO001 (Sunset Cliffs), California"
U. S. Army Corps of Engineers, House Docu-
ment No. 477, 89th Congress, 2nd Session,
Aug., 1966.
Key Words - House Document/Not Annotated/
114
‘ "Scouring Due to Wave Action at the Toe 6609GRO001 of Permeable Coastal Structures"!
Toru, S., Proceedings of Tenth Conference
on Coastal Engineering, ASCE, Vol. 2,
Part 3, Sept., 1966, pp. 1036-1047.
(TC203 .C6)
The author investigated scouring at the toe of permeable coastal structures on an experimental basis. He emphasized the influence on the scouring depth as affected by water depth at the toe, slope of seaward face and incident wave characteristics.
Key Words - Permeable/Experimental/Mode1/Scour/
"Shore Protection on the Coast of Yaizu" 6609GRO002 Seo, G., and Fukuchi, T., Proceedings of
Tenth Conference on Coastal Engineering,
NSCERAVOIN T2 Subart! Se Sept) 1966)) ppl
1183-1200. (TC203 .C6)
A 15-element groin system was constructed as a measure of added protection against erosion at Yaizu, Japan. The paper deals mainly with the design of the breakwater structure, but photographs illus- trate the groin system.
Key Words - Concrete/Impermeable/High/Short/System/Asia/
"Pinellas County, Florida" 6610GRO001 U. S. Army Corps of Engineers, House Docu-
ment No. 519, 89th Congress, 2nd Session,
Oct., 1966.
Key Words - House Document/Not Annotated/
"Mullet Key, Florida" 6610GRO0002 U. S. Army Corps of Engineers, House Docu-
ment No. 516, 89th Congress, 2nd Session,
Oct., 1966.
Key Words - House Document/Not Annotated/
"Variations in Groin Design" 6705GRO001
is)
Berg, D. W., and Watts,.G. M., Journal of the Waterways and Harbors Division, ASCE, Vol. 93, No. WW2, Paper 5241, May, 1967, pp. 79-100.
See entry 6510GRO001.
Key Words - S. M. Wood/Adjustable/Budd/Permeable/ Impermeable/System/ Low/Short /Concrete/Single/T-groins/Structural -design/ High/Long/Piling/Steel/Timber/Rubble-mound/Z-groins/ Misc-materials/Erosion/Notched/Asphalt/Field/Photographic/ N. Atlantic/Great Lakes/California/Hawaiian Islands/
S. Atlantic/Texas Gulf/Geometric-shapes/Alaska/
"Sea Defence Works - Groins and Revetments" 6705GRO002 Manohar, M., Journal of the Institution of
Engineers, London, Vol. 47; No. 9; Pt. C15,
May, 1967, pp. 782-792.
Key Words - Not Annotated/
"Shore Protection Experience in the United 6707GRO001 States"
Anonymous, News Letter, American Shore and
Beach Preservation Assoc., July, 1967, 4 pp.
A cursory review of coastal protection in the U. S. including the Great Lakes is presented.
Key Words - N. Atlantic/S. Atlantic/Texas Gulf/California/Great Lakes/ 1900-1949/1950-1954/1955-1959/1960-1964/1965-1969/Field/
"Effect of Particle Size and Distribution 6805GRO001 on Stability of Artificially Filled Beach,
Presque Isle Peninsula, Pennsylvania"
Berg, D. W., and Duane, D. B., Proceedings
of Eleventh Conference on Great Lakes
Research, International Assoc. for Great
Lakes Research, Apr., 1968, pp. 161-178.
(Available as CERC Reprint 1-69)
Coarse fill material was placed between two groins in an area within that zone on Presque Isle Peninsula which had experienced the
116
greatest amount of erosion. Isometric block diagrams are giver in this comprehensive report which show cumulative volume changes within the groin embayment during the period from 1956 to 1968.
Key Words - Artificial-fill/Great Lakes/Erosion/Accretion/System/ 1955-1959/1960-1964/1965-1969/
"Dade County, Florida" 6806GRO001 U. S. Army Corps of Engineers, House Docu-
ment No. 335, 90th Congress, 2nd Session,
June, 1968.
Key Words - House Document/Not Annotated/
"Brevard County, Florida" 6807GRO001 U. S. Army Corps of Engineers, House Docu-
ment No. 352, 90th Congress, 2nd Session,
July, 1968.
Key Words - House Document/Not Annotated/
"The Dynamics of a Coast with a Groyne 6809GRO001 System"
Bakker, W. T., Proceedings of Eleventh
Conference on Coastal Engineering, ASCE,
VGleiSeptrn 9685) ppin 492-517.
(TC203 .C6)
A mathematical theory is presented about phenomena which occur when groins are constructed. In this theory the coast is schematized by two lines; one represents the beach, and the other the inshore. Theory is based upon the following: (1) littoral transport is a linear dependent of the angle of wave incidence, and (2) sand trans- port perpendicular to the coast depends on the steepness of the profile.
It was found that the influence of a groin system is threefold: (1) it reflects short-period beach processes on the adjacent areas, (2) retards erosion, and (3) gives lee-side scour.
Key Words - System/Impermeable/Erosion/Theory/Accretion/Single/Trans- port-normal/
7
"The Effect of Groynes on Stable Beaches" 6809GRO0002 Price, We Ae and) lomlinson a KW ecOr
ceedings of Eleventh Conference on Coastal
Engineering, SASCES Volly 15 1968) ppt sils-
S256 W(Cke203, 6)
Tests were carried out in a wave basin to study the effect of groins on a beach that was stable for a particular wave climate and a given supply of littoral material. The main result showed that on the part of the beach between H.W. and L.W. level the groins produced no buildup. The only buildup that occurred took place seaward of the impermeable groins. Permeable groins had little effect either inshore.or offshore.
Key Words - Permeable/Impermeable/Accretion/Erosion/Experimental/ Model/High/Europe/Mobbs/
"Experimental Study of the Hydraulic 6809GRO0003 Behavior of Groyne Systems"
Barcelo, J. P., Proceedings of Eleventh
Conference on Coastal Engineering, ASCE,
Vol. 1, Sept., 1968, pp. 526-548.
(TC203 .C6)
Results of an experimental study of the hydraulic behavior of groin systems are described. Characteristics of the evolution of beach stretches between groins under action of waves with different obliquity, heights and periods are defined. Results obtained are intended for design of systems of functional groins which secure an adequate partition of the beach in satisfactory hydraulic conditions, and also meeting use requirements, notably from the architectural and recreation standpoints. The author briefly discusses longshore transport, and presents some experimental conclusions on the relations between longshore drift and the characteristics of the waves.
Key Words - Experimental/Model/Theory/Short/Erosion/Accretion/Long/ System/Impermeable/
"The Creation of an Artificial Beach in 6809GRO004 Larvotto Bay -- Monte Carlo Principality
of Monaco"
Tourmen, L., Proceedings of Eleventh
Conference on Coastal Engineering, ASCE,
Vol. 1, Sept., 1968, pp. 558-569.
(2E203 C6)
118
Two short groins with breakwaters at their tips in a T-groin fashion were constructed in Larvotto Bay, Monte Carlo. The desired effect - to maintain a widened beach - was attained.
Key Words - Europe/System/Accretion/Concrete/Short/Impermeable/ Misc-plan/1965-1969/T-groins/
"The Terminal Problem in Coast Protection" 6809GRO0005 Pallett, N., Proceedings of Eleventh Con- ference on Coastal Engineering, ASCE, Vol. IPSepte O68 pp.) 549=557- e¢re203 ~..C6)
This paper introduces the terminal erosion problem which usually occurs downdrift of coast protection works, an important aspect of coast protection often overlooked. Value of groins in stabilizing the foreshore; use of artificial beach replenishment; and the effect on longshore regime following the construction of a seawall are discussed and illustrated.
Key Words - Terminal/Europe/Accretion/1960-1964/System/Erosion/ Artificial-fill/
"Cliff Drainage and Beach Distribution" 6809GRO006 Fryde, W. T., Proceedings of Eleventh
Conference on Coastal Engineering, ASCE,
VoIRmley Sept), 1968, pp. 644-652.
(@CEZ03)731C6))
The main supply of material to the Clacton beaches was cut off following the construction of a seawall at the toe of the cliffs along the entire frontage. Supply from littoral drift was small and the only method of preserving the beaches was a good system of groins and the occasional placement of artificial fill.
Key Words - Europe/Concrete/Timber/1900-1949/Impermeable/Erosion/ Misc-plan/Structural-design/Accretion/System/ Artificial-fill/
"The Atlantic Coast of Long Island" 6809GR0007 Panuzio, F. L., Proceedings of Eleventh
Conference on Coastal Engineering, ASCE,
Vole 2b Septes 1 968sipps, 1222-1241.
(TC203 .C6)
9
This paper presents history, problems, construction and current results concerning critical condition of shore erosion, unstable inlets, and coastal inundation along the Long Island coast. Groin construction and resultant effects are discussed.
Key Words - N. Atlantic/Accretion/Erosion/System/High/Artificial- f£i111/Rubble-mound/ Impermeable/1965-1969/
"Dubai Creek Entrance" 6809GR0008 Ridehalgh, H., Proceedings of Eleventh
Conference on Coastal Engineering, ASCE,
Vol 25 (Sept. 3 1968) pp. 1258=11266-
(TC203 .C6)
This paper describes works to improve and stabilize the Dubai Creek entrance located on the Arabian Gulf Coast. As part of the project a groin (jetty) was constructed to protect the entrance and to encourage accretion. Maps show accretion as the different phases of the project are completed.
Key Words - Asia/Steel1/Piling/Accretion/Single/Impermeable/
"A Mathematical Theory about Sand Waves 6810GRO0001 and Its Application on the Dutch Wadden
Isle of Vlieland"
Bakker, W. T., Shore and Beach, American
Shore and Beach Preservation Assoc., Vol.
36, No. 2, Oct., 1968, pp. 5-14.
A mathematical theory for predicting sand wave formation was tested in the field, and showed that groins totally reflect the sand wave. The amplitude of the accretion and erosion at the spot of the first groin becomes twice the accretion and erosion where no groins had been constructed.
Key Words - Theory/Field/Impermeable/Erosion/Accretion/1966-1969/
"Report to the Twenty-second International 6900GRO0001 Navigation Congress"
Bijker, E. W., and Svasek, J. N., Twenty-
second International Navigation Congress,
Permanent International Association of
Navigation Congresses, Sec. II, 1969,
PP lsl—202% Css inBr)
120
This is an extensive research paper covering such aspects as theoretical and statistical. analysis of longshore transport be- havior of sediment movement, sediment balances, and determination of wave and current scale models. The influence of morphological mechanisms is outlined. Though groins are not explicitly discussed, structures are discussed which act similar to groins.
Key Words - Europe/Model1/Experimental/Theory/
"Beach Erosion and Coastal Development 6900GRO0002 in the Canterbury Bight"
Kirk, R. M., New Zealand Geographer,
Christchurch, New Zealand, Vol. 25, 1969.
Key Words - Not Annotated/
"Report to the Twenty-second International 6900GRO0003 Navigation Congress"
Féve, M., Twenty-second International
Navigation Congress, Permanent International
Association of Navigation Congresses,
Brussels, Belgium, Section 2 - Ocean Navi-
gation, Subject 4, 1969, pp. 63-109.
(TCS .In8r)
Key Words - Not Annotated/
"Report to the Twenty-second International 6900GR0004 Navigation Congress"
Abecasis, F., Castanho, J., Matias, M. F., Twenty-second International Navigation Congress Permanent International Association of Navigation Congresses, Brussels, Section 2 - Ocean Navigation, Subject 4, 1969, pp. 203-242. (TCS .IN8r)
A groin system was built along sand-spits to reinforce the spits and to check their end growth. Initially, artificial-fill was introduced into the system. The effects are presented in this
paper.
Key Words - Africa/Europe/System/Artificial-fill/Erosion/ Accretion/1960-1964/ 1965-1969 /Impermeab le/
121
"Beach Erosion Control in New England" 69 10GRO001 Wentworth, C. E., Shore and Beach,
American Shore and Beach Preservation
ASSOC.) VOM S77, NOW sO Ctr LOO)
pp. 24-30.
An improvement plan consisting of groin construction and sand fill is outlined for Plum Island, Massachusetts.
Key Words - System/N. Atlantic/Artificial-fill/
"Colored-sand Tests with Luminescent Sand 7000GRO001 Groin Fields"
Kolp, O., Petermanns Geographische Mitteilungen,
Vol. 114, 1970. Translated. (GB454 .B3 K29)
The objectives of this investigation were: (1) the exploration of an approach that could be followed in later studies and which would be centered around the execution of colored-sand experiments ; (2) to give a zonal breakdown of relief, flow field, sediment move- ment, and colored-sand distribution, and their modification by groins on various charts, and (3) to evaluate the effectiveness of various types of groins and to compare the hydrographic conditions existing in the shore areas of sections of coast with and without groins.
Key Words - 1960-1964/1965-1969/Erosion/Accretion/Europe/ Experimental/Scour/Piling/Impermeable/
"Coastal Defence Works" 7000GRO002 Abecasis, F., Laboratério Nacional de
Engenharia Civil, Memoria No. 362, 1970,
pp. 36-40 (TC158 .P6 P853m)
An extensive groin system built along a spit was designed not only to reinforce the spit, but also to stop its end growth. Initially, the inter-groin spaces were artificially filled.
Key Words - Africa/System/Impermeab1le/
"Model Studies in Situ Observations" 7000GRO003 Castanho, J., Laboratorio Nacional de
Engenharia Civil, Memoria No. 362, 1970,
pp. 21-28. (TC158 .P6 P853m)
122
Laboratory model studies followed extensive field investigations of coastal areas with erosion problems. After these studies were completed, effective measures, including groin construction, were applied.
Key Words - Europe/System/Model/Experimental/Impermeab le/
"The History of the Dutch Coast in the 7009GROOO1 Last Century"
Bakker, W. T., and Joustra, D. Sj.,
Proceedings of the Twelfth Coastal
Engineering Conference, ASCE, Vol. 2, Septennl 970) pp 709=728. (TC203 C6)
An investigation of the influence of groins concluded that the erosion of areas with groins was much less than erosion of adjacent areas. This effect is due partly to lee-side scour, but mainly to decreased erosion in the protected area.
Key Words - Scour/Europe/Field/Rubb le-mound/1800-1900/1900-1949/ 1950-1954/1955-1959/1960-1964/Erosion/Accretion/ Sys tem/Impermeab le/
"Some Sand Transport Phenomena on Coasts 7009GRO002 with Bars"
Dyhr-Nielsen, M., and Sorensen, T.,
Proceedings of the Twelfth Coastal
Engineering Conference, ASCE, Vol. 2,
Sept., 1970, pp. 855-866. (TC203 .C6)
Effects of a single groin and a groin system located on the Danish west coast were investigated by field investigation and model tests.
Key Words - Europe/1900-1949/1950-1954/1955-1959/Single/System/ Impermeab le/Mode1/Field/Experimental/Erosion/1965-1969/ Accretion/Structural-design/
"Experimental Study of the Hydraulic 7009GR0003 Behavior of Inclined Groyne Systems"
Barcelo, J. P., Proceedings of the Twelfth
Coastal Engineering Conference, ASCE,
Vol. 2, Sept., 1970, pp. 1021-1040.
(TC203 .C6)
123
This paper presents the results of an experimental study on the behavior of inclined groins and a short discussion on the improvement of groin systems. It supplements a paper presented at the Eleventh Coastal Engineering Conference (London, 1968). In the present paper both studies are applied to the design of a groin system located to the south of the Tagus estuary (near Lisbon), where serious erosion has taken place.
Key Words - Transport-normal/System/Misc-plan/Accretion/Erosion/ T-groins/Europe/Experimental/1900-1949/1955-1959/1960 - 1964/1965-1969/Impermeab le/
"Land Reclamation and Groin-Building in 7009GRO004 the Tidal Flats"
Erchinger, H. F., Proceedings of the Twelfth
Coastal Engineering Conference, ASCE, Vol. 2,
Sept., 1970, pp. 1041-1052. (TC203 .C6)
Development of new groin designs and groin construction on tidal flats on the North Sea coast of Germany are described. Of interest is the use of polyethylene in groin construction.
Key Words - Europe/Misc-materials/Timber/Concrete/Impermeab le/ Structural-design/Rubb1le-mound/
"The Effect of Groynes on Eroded Beaches" 7009GRO005 Price, W. A., and Tomlinson, K. W.,
Proceedings of the Twelfth Coastal
Engineering Conference, ASCE, Vol. 2,
Sept? 5919)70), ipp. L053-1059)5 (1E203 7-.C6)
Effect of impermeable groins on an eroded beach was studied in a laboratory. A beach was allowed to reach equilibrium for a particular wave climate and supply of littoral material. The foreshore was then manually eroded, and the beach allowed to return to equilibrium with and without groins. It was found that the presence of groins increased the rate of accretion but did not significantly build up the inshore beach beyond the stable levels. Bed levels seaward of the groins were increased.
Key Words - Impermeable/Accretion/Erosion/Experimental/System/Europe/
124
"Characteristics of Shingle Beaches: the 7009GRO006 Solution to some Practical Problems" Wood, A. M. M., Proceedings of the Twelfth
Coastal Engineering Conference, ASCE, Vol. 2, Sept., 1970, pp. 1059-1075. (TC203 .C6)
Shingle beaches differ from sand beaches mainly in the mode of transport of the material and in the permeability of the beach. The typical beach forms are in consequence different and the typical problems of beach stabilization require different solutions.
The mechanism of littoral transport of shingle is controlled predominantly by the action of the breaking wave; on a groined beach a simple theory is advanced to relate transport to groin length and spacing.
Key Words - System/High/Theory/Field/Misc-plan/Long/Piling/ Steel/Concrete/Timber/Europe/
"Variation of Topography of Sea-Bed Caused 7009GRO007 by the Construction of Breakwaters"
Sato, S., and Irie, I., Proceedings of the
Twelfth Coastal Engineering Conference, ASCE,
Sept., 1970, pp. 1301-1319. (TC203 .C6)
Changes of the topography of sea-bed caused by the construction of jetties and breakwaters are discussed on the basis of charts of several Japanese ports and the results of model tests.
Key Words - Asia/Field/Model/Experimental/
"The Dynamics of a Coast with a Groyne 7009GRO008 System"! BakkeraaWienelicn Breteler, Ee, Hy Jie Ko 5 Roos, -AS, Proceedings of the Twelfth Coastal Engineering Conference, ASCE, Vol. 2, Sept., 1970, pp. 1001-1020. (1TC203 .C6)
Mathematical coastal model is schematized by a beach line and an inshore line (two-line theory). Two aspects of the effects of a groin system are covered: (1) Prevention of littoral transport in area between shoreline and groin head, and (2) formation of a sheltered area at lee-side of groin, caused by diffraction.
Key Words - Theory/System/Model/Accretion/Erosion/Imperme ab le/
125
"Beach Behavior, North Shore, Long Island 70 11GRO001 Sound"
McCabe, R. A., Journal of Waterways, Harbors
‘and Coastal Engineering Division, ASCE, Vol. 96,
No. WW4, Paper No. 7679, Nov., 1970, pp. 781-794.
A groin system constructed and evaluated on White Sand Beach has shown: (1) necessary depth of the updrift flank of a groin depends on minimum sand cover on that side of the groin, and can be independent of the downdrift depth; (2) maximum width of the resulting stable beach is limited by capacity of a shorter groin at the end and the amount of sand available; (3) groin construction does not cause recession of an adjacent beach if that beach was already in its natural orientation, and (4) a groin is filled to capacity when it spills sand between the beach toe and the limit of normal wave uprush - in this study above about 2 feet higher than M.H.W.
Key Words - N. Atlantic/Rubb le-mound/St ructural-design/Misc-plan/ System/
"Experiment in Shore Protection" 7105GRO001 Riese, R. C., The Military Engineer, Society
of American Military Engineers, Vol. 63,
No. 413, May-June, 1971, pp. 181-182.
Lt. Colonel Riese from the Los Angeles District, U. S. Army Corps of Engineers, has outlined the Coastal Engineering Research Center's experimental groin project at Point Mugu, California. The project is designed to determine the influence, under different conditions of height, length, and permeability, the quantitative movement of sand over, around, and through a_ groin.
Key Words - Concrete/Long/High/Impermeab le/Perme ab le/Adjus tab le/
Short/Low/Experimental/Field/Single/1970-1974/ California/
126
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148
TO00N9D2TIE TO00049L06€E T00049S0%4 TOOONSTTILE TOO00NDTO0Y C000YDNT Hy TOO00YND0T9E TOOO0NSTTb6E
T000N9v0TY TOOONDTT8E 1000492054 +00089L08E TO00YUD0TSY TO00ND2 TEE €000490004% Z000890T HY T00049v08E T000U97024 2000492094 2000497025 TOOOYSOTES €00049000S 100049%02S e000us0t2s T000x49904%S 5000490064 1000496045 2000490025 T0004990ES T00049006% T000YN90T2S 1000897064 TO00YND0TOS 1000498005 TO00ND00ES T00049%0ES TOO00YUDSOTS T000492TLS TOOO0HD0TO9O +000H9604%S $00048960%S TO00YNDZTI9 TOCOXDSENRS 1000490055 7000498009 2000u92TI9 1000499099 T000490T79 9000496089 T000K90T2Z9 TO00Y9L0E9 1000490059 To00u9TT29 2000499099 20008920€9
GHVOf NOISONS JHOHSIHO4S JHL 40 LHOd3e SNIOUD AIAVSWH3d AB NOTL95104¥d 3YOHS IT LUYVd - SHSTINOY4 WISVOD UNO 4O NOISOXNS
ALLar
NISNOOSIM VHSONAY LV SNIOYDS 37I@VAWH3d SSANLINALS NOTLO31L04d SYOHS 31 3N9ONOD SWATHOUd LN3SWdOTSA30 GNY NOJTSONS HOV3SE SVINHOSIIVO
NVOTHOTW
3y4V1 40 3YOHS LS3M SH
1 ONOW S3ILID Y3HLO GNVY NISNODSTM GOOM3SHOHS LV NOTLOSLONd HOVSA YO4 GASN SNIONO 3dAL 3IAV3AWYH2d 4O SSSIN3ATL935443 NOTSO%3 LSVOD 4O NOITLNSA3BYd SHL
VOTYOT4 SNILSNONV? ILS INTOd HLYON 1Y SNTOYND OLL3WIWd 39VEHVO ANY NOTSONZ AYOHS
SHOHS SGNVT3SA319 L93104d OL TINA S3STLISF J1SV3We3d
ANOYUS JXV7] SLT S1991L04d GQOOM3SYHOHS
NOTLOSLONd HOVAR 4O LYV VOTYO14 ANTISNONVEIS INIOd HLYON LV SNIOXS OLL3WIWVd ONY NCISONS NOTSONS LSVOD 4O NOTIN3AA3Y4 BHL
SWITYSLVW GNV SGOHL3W NOILOFSLO%d JYOHS
SHSTINOY4 WISVOD HNO 4O NOTSONS
NIVLTHA 1V3u9 NI NOTSONS LSVO9 FLAYONOD LSVISFHd 4O SITLIAC ONY SY3Id
SNIOHD 1S509-M07 WHO4 SHDOTE J3L3SHONOD
S3yxV7 LVA49 JHL NO GASN NOTLOSLO4d 3YOKS LS09 407
NOISOWS LSVOO
3THa 3WV7 40 AYOHS OTHO JH1 NO SW3780Nd NOTSONS VOLTNO14d NI NOTLOALONd HOVAA NO NOTLVWHOINI
SAT1SONd HOVAR JO IN3WdO135A30
Shi ONY NOTSOYNR LSVOD
SSSHONOD NOTLVOTAYN TWNOTLVNGOAINT HIZT 3HL OL LHOd3u4 SON34350 ANY NOTSONA ISVOD JO SIVINaWVdNn4
S3TQ3W34 GNVY S3SNVD NI SAIGNILS
NOTLO510%d ONY NOTSOYNS LSVO09
eS-246T 1SVOD JSVA AHI NO SWHOM IN3DAM 3WOS NOTLOALONd 1SV09 SS3SHONOD NOTLVOTAYN TWWNOTLVNHSINI BiZT JRL OL LHOd3d
SATLLi5¢F GNV SNIOHD LV NOTSONS LSNIVOV S34unsSvaw
NOTLI3L04d 1SV09 SNIOHD 30 NOTLONYLSNOD GNV NOTS30
NOTSOY¥S LSVOD LISNIVOV S3YNSVAW GNV SWATKOdd LSTHOQ WHOLttdD -
4SVODLSS" HSINVO FHL SATGNLS NOISOYS NVOTHOIW 3yv7 SNIOMS M9018 ALANDNOD LSVI5Ud
S3yv7 1V3H9 SHL 4O JYOHS AHL NO SNIOUOD SW31804d WISVOD WOTYHOI4 NIOUO HOVSS WAS 3H 40 NOTLONYLSNOD GNV NOIS3C
SGNOYION V1 135 3YTOT V1 SHINS NV3907 30 SSTVONVH4s 3109 WT ens e3W 14
SHINOD FON3I3Q 3G SR9VANO S31
3YOHS3YOS WIVHD V ONODWV AVINSIVW 3HOHS JO T9AVHI SHL NO SNOITLVANSSAO BWwAHOS NOTLOALONd LSVOD ABSTAS FHL
VINSNIN3Ad JIST 3NNS3Hd AHOISAIYN SNINHS GNY S3HOVRE Y3GaS4
NOTLOALONd 3HOHS 3L3HONOD NVdVE NI SWATKHOdd (CA1VI394 ONY SYHOM NOTLO3LONd AW1SVO9 HOV3E ONVYVS-N7VWI NI SWMOM NOTLOZLOYNd ANY NOISOYZ HOV]IE S3SSAD0dd AWLSVOD 4SVO9 ASSYSF MIN SHL ONOTY SSYNLINHLS A3LDIIGS 4O AMOLSTIH WI8OLIId V
NOTINETYLSTO HOV3IH ONV SJOVNIVEG
43119
SAYNLONYLS NOTLOSLONd AYOHS HOS ONIDVId 1331S 1L33HS SAYANLINALS ONTYSSNIONZS WI1SVOO NVOTHOTW 3¥V1 NO NISNOOSTM WONS SNIOND
296T-196T VGTHOTS NI SNOTITONOD ACI1 WHOLS ONY NOTSOHA HOWSE 40 M3TA3Y NOIS3SG ANY ONINNVY Td NOTLOALOWd AYNOKS
SNIONS AB NOTLO3ZI08d W1ISVOD NO SONATH3Sd¥S NVWHAD JO M3AIA3ZY
(Q3SNNILNOD)
ALS4ONOD
149
TO00YND0T HY 2000492094 Z2000N90T64 TON0YN990ES 20004902S TO00YN960ES T00049%0SS TOQONSEN6S 100049009 z00049TISS T00049605S T000N9S06S T000489%706S TO000YN90TO9 TO00YNS0TSS €000x498009 1000496055 2000899099 1000497029 €000u9%029
T000u9709E Z000N9L09E TOO0YXS0TIE TO00YND0T YY T000490084 2000490T #4 Z2000N90TIE TO000N990ES 2000YN90T64 1000492025 TOO00NS0T6% T00049800S 2000890T2S 1000499084 TOO0O0YNDOTES TOO00ND0TO9 1000498009 TO00YNS0TSS €000489%029
TO000ND2TL2 TO00NS2TOE 1000u92062 9000490000 T000NDB0ST 5000490000 TO000Y4¥9S09E 2000YN9S0SE TO00049L0SE T000u9%09E T000N9S0SE TO00ND004E TON0YD60EE 1000490004 TOOOYXSOTI4+
SSYNLINALS NOTLO3510Nd HOV]AS GNV SHOHS HOS ONIN d LAgaHS 1331S JLSXONOD LSVIAYd JO SATLLSF GNV SYaTd
HOWSE IWVIW = 3NA0H9 1451S 110
2S-276T 1SV09 1S5V4 FHL NO SWHOM INSD3YH 3wOS NOTL931L0¥d 1SVOD SNIONO 1S09-M07 WHOS SXD018 JLAHONOD
OTHO AYNM3d dWVD SNIOHD WWIN3WId3dK4
ONVIANYW ALTO NVSD0 LV SNIOYUD LIWHdASV SHi
ASNOW SS37 HOS ALLS Y3L158
S3GIL SHL SSAILIVA YOLOVYLNOD V
S3T1L35F GNV SNIOYD LIWHdSV
S39Tdd AWONODG LY HOVSA V GIVING OL MOH
ONVTANVW ALTD NV3Z90 LY SNTIOHND LIVHdSY GNVS 40 YOITAVH3E YSLNIM AG GATIWLS L939FONd NIOYO AASHSF MAN SSANISN& QSHSINI ANN NION9 HOVSR WAS SHI 4O NOTLINYLSNOD GNV NOISAG
ALIO NV390 LV HOVAGA SLIYOAVS SONVIAYXVW
NTHOOD LY SANAQND ANY VW1VM V3S AS LN3AWSONVAQVY SNITV3AYNOHS S3901Nd AWONOOF LY HOVIA VY QGIINE OL MOH
NOISIC GNVY ONINNY Id NOTLOSLOYNd AYOHS
SNIOUD LIWHdSV
SSYUNLINALS TONLNOD NOTSONS HOVASB NI L1WHdsSV
BYNGIINOUd=-1SNO9
NOTSSNOSIG 318V1-ONNOd
ONTVId 1A3SHS 1931S 4O SNOTLVOTISSANI
SW3T80dd LNAWdOTSAR0 ONY NOTSOY¥S HOV3E SVINHOSTI V9
SSYUNLINHLS NOTLO3SIONd HOVIE ANY JHOHS HOS ONIDVId 133HS 13351S
VaTeO1s HOVSA WIVd SNIOND 31Id LASHS TAa51S WINSWIHAdx3
SWTe3LVk ONY SOOHLAW NOTLO3SL0Nd JYOHS
SN33ND 4O HONOHOS HOVE AVMVYDON LY HOVAE DITWANd FHL 4O JONVNALNIVW GNV NOTLONYLSNOS 2S-2"6T 1SV09 1SV9 FHL NO S¥YOM IN3D3H AWOS NOTLOALOUd 1SVOO
HOWSA JWVIW = SNAONOD 1331S VV
SBYNLINYLS AYOKS NT ONTIVId L33HS WSALS 4D ALITIAVUNG
VOTYOT1S HOVSA WIVd LY SNIOND ATId L393HS 1351S JO NOTLVYOTHSL30
NOTSONS 1SVOD LSNIVOV S3uNSVAW ANY SW3TRONd LSTHG AHOLLTT - L1SVOD1LS3M HSINVO JSHL S3LVIS W1ISVOD OTINVILY NI SAMNLINHIS AIId L3A3SHS 1331S JO 34511
WHOM ASHL MOH 1SVOO N3d0 3H1 ONO NOTSOMS JTWIT OL G3LdvGY SHHOM SATLOSLOUd NO Y3adVd S3yv7 1V349 JHL NO G3SN NOILIALONd SHOHS 1SOD O01
NIOW9 HOV3SE WAS JHL 40 NOTLONNLSNOD ONV NOISAG
LSIMQ GNVS WHOLITT HLIM S7300W NI §$193443 3419S
ALTID NV3990 LV HOVGE SLIYOAVS SONY TANUW
S3YUNLINYLS TOXYINOD NOTSONS HOVSA NI L1WHdsv
SW3180ud=1SNO9
1SVOD AGNYS V NO NOTLOSLONd ANY NOTSONS 3ON3430 V3S
ALNNOD SATBONY SOT NOTLO9L0Nd HOVSA NO GHVOB AMOSIAGY 40 LNOday
VINNOSIWVD OLIDFLNOW LY GALINYLSNOD SNTIONO NI G3SN YOOTE 3LaYxONOD 40 TIVL3G S3HOV3E GNVS ONIGTINGSY GNY TONINOD NOISONS HOWIA YOF WALSAS NIONO Z3IAVAWAId ATIVLNOZINOH OGNe 3HL AaSUar MAN GNY GNVIST 9NOT NO NOTLOSLOMd GNV NOTSON3 1SVO9
NTOM® 3IAVAWH|d LSVO9Nd ZLINSSOM BHL
SWHOM NOTLO9L0Nd HOWIB NO WLVG 3WOS
: ALLac
JONLNOD NOTSONA LSVOD NI NOTLONALSNOD 4O GOHL3W M3N V
NoISSnosIa 3798v1-annou
ALLaC
S3NAOND
S3HOVAA FJATLIBIONd ONTRYOS 40 LUV
SHIGNLS NOTSONS HOV3E
NoISowa 1SV09
(Q3NNTLNOOD) 3LSYHONOD
150
TOOO0NDTOT+ TO00ND2ZTRE Z000HN9LZ0RE TO00N900L4 F000N90T2S 200089025 €000490064 TO0004990ES TOOOYNSTTES TOO00UDHOES TO00UD0TES T000490T2S T00049%702S S000K890T2S 5000490064 €£0004K90T2S TO00YN90TOS 100049800S TOCOYXDENSS Z2000N92TI9 TO0C089S0T9 T000N980T9 2000HN90TSS TO000N90TSS TOCONDROLS 1000496055 1000497009 TOCO049E06S TOOOYNSTITS T000H920S9 Z000H9LNES
TO00UD90EE 100049024 €000xH9000%
TOCOYD0T IY
TOOOYNSTTES T000890T2S TO00USTTISS £€000x49004%9
TOO00YNNSOTE Z000u900TE s000490000 TO00N92TSE T00049209€ TO00YNDSO0SE 2000xX9S0SE T000890TS4 ZO00YND0TIE T000YN9L0S 10004900247 TOOOYSTILE TO00ND0TOY 4000HN9208E
S3STANIS ANYIST NOWIS*°1S NO LHOd3y
MYOA MAN GNVIST SNOT HOOVES AYMVNOON LY SNTOMD 40 SSANSATLIO9449 HOV38 NOLSSANV9 JO NOTLOSIONd GHL ONY SNTITV3AHOHS ONVIST NOLSAIANV9 NOISQH] 1SVOD 40 WATEONd BHL
YORMNVH NOLSOR NT NOTLDOALNNd JAXOHS AO SLOAASY JAWOS
SNIOH9 1SN9D=407 WHOS SHDOIS SLAYHONOD
SSAHONOD NOTIVOTAVN FWNOTLVNHSLNT HLZT AHL OL L4Od3y4
Z2Sece%sT LSVOD LSA SHL NO SWHOM IN3SIDFN AWOS NOTIOSAIONd 1SV09 JON3AIAA HOS SQOHLAW JO M3TASH NOTLI3L0OUd WISVOO
SNICHD WOOTA 3L3YHONOD 1SV938d
SS3yV7 [WS3HO SRL NO GASN NOTLOSLONd SYOHS 1S09 MOT
S3TLL3F GNY SNTOYNO LV NOTSOHS LSNIVOV SAYNSV3W
SINS SYVI 40 SHOHS OTHO SHL NO SW31KO0Xd NOTSONS
SHOHS AASHSAF #3N SHL 40 LN3KdOTSA30
SSAYHONOD NOTLYOTAVN TWNOTLYNASINT HiZT SHL OL LHOd3u VINVATASNN3d VINSNINSd JIST 3NHSAXd LV NOTLDSL0Nd JHOHS 40 AHOLSTH J3SV9 SNTOUND SO NOTIONYLSNOD GNY NOISIG
NOISOMS 1SVOD LSNIVOV S3YNSVSIW GNVY SW3ATE8OUd LATHG WHOLLIT - IS7OD1S3M HSINVO JSHL WINSNINGd FIST ANMS3Yd AHOLSAN SNIONS ONY SSHOV3E H30454
HOVSE ONVYAVS=NZYWI NI SWHOM NOTLOALONd ANY NOTSONZ HOVAY
S3ayv7 tv5u9 FHL 4O SHOHS SHL NO SNIOU9S
INDTLOANNOD N3AVH 1S3M HOWIS 1939dSONd LV VAHV MONHOR GNY FITS HOVE JO YOTAVHAA OIHO = NOTSOH]S 3XOHS JO NOTSIAIG
ALIOD NV390 LV HOV3SA SLIMOAVA SCNVIAHVW
NV1d YVFA OML = SNIOUD LIVHdSY
S390THd AWONODA 1V HOVAAR V QING OL MOH
SSQIL 3H1 S3TL1LVE HOLOVHINOD V
ASNOW SS37 HOS ALLEF Y3LL38
S3WV7 1V3e9 3HL 4O SASHOHS SHL NO SNIOU9
( VAVHST ) WAINVHVYN LY SMHOM WISVOO M3N
SNIOHO AG NOTLOSLIONd WILSVOD NO SJONSTHSd¥S NVWHS9 4O MATAR
SOIWONOD3
SANAOHOD STV d MAYIS ATAVISNCFAY YOTAVL=LV1d-nNG NIVITHA 1V3HD NI NOISOYA LSVOD
NOTSOYNZ 1SV0D 40 NOTLNSARed SHL
NOTSONA LSVOD
YOTAVL=1LV 1d=-NG
JONAAAG HOS SQQHISW JO MATASH NOTLIALOUNd IVLSVOD S3T113F GNY SNTOYND LY NOTSOMS ISNIVOV S3HNSVAW NOTLOSLO¥d WISVOD ANV INAWdO13A30 WIiSVOO ONTHSASNTONS WOITHdVY9OV INN
SNTOND=y43SNHOD
HOVSE IVIVIW SZITISVLS ONTI33HS 1331S JO SNTIOND GNV ST1VM V3S SSSHONOD NOTLVSTAYN AWNOTIVNNAINT HIST 3HL OL LHOd3Y
NIOMO 3IAV3SWHad LSVIDAINd ZLINSSOM JHL
WOYMNOR TWASNI ¥30 JNV N3LNVEAZLNHOS JIG
SHILLAC HSAW
ALLA
ALL at
NOTLO3L0Nd HOWSE 4O LUV
SN33ND JO HONONOP HOVAA AVMVYOON LV HOVAS DIIANd BJHL 4O JONVNAINIVW ONV NOTLONYLSNOD
BYOHS SANVTSA3ID LOALONd OL LTING S3TILaF AISVaWdad NOTSOH3 LSVOD 4O W3I180Hd JSHL
ALLAC
HOWSE JVITASLHOTYM 1” TONLNOD NOISONS
INOU4 AWVT SLT SLOALONd GOOMAXOHS
(QAANTLNOO) 3YuNdIIONd=1SNO9
ISI
TOCOYXD0TR9 T00049%70S9 20004990€9 2000496089 20004896089 TO00N9L0E9 1000499029 T000N96002 T000x49S029 20004890059 T000YN90T #9 2000490049 TOO00ND0TES T00049L029 4000490069 1000490059 1000492059 1000495089
TOOONS0TSS 1000499049 T000YN90002 €000uN900S9 €0004896089 9000496089 €000Y490TS9 S000896089 TOO00YN9DTT29 1000490099 2000492029 800096002 €0004N96002 5000496002 2000496002
TOCOYXD00E T0004N9L09€ TO00YUDTO9E TO00N92TSE T000Yu990€0 T0004980ST T000ND2TL2 €00089709E TOO0UND9NTE TO00YNNSOTE 2000489709€E 1000499084 70004N9Z08E 2000YN9TOR8E TON0YUDLO6E Z000N90TIE €00049T004% SO00YNDL0BE TO0089L08E TOO0YNTOBE TOO00XD0TOY
GNVTSITA 40 31ST N3GQVM HOLNG AHL NO NOTLVIIAddv SIT GNV S3AVM ANVS LNOBY AXOSHL WWOTLVW3HIVW V
NOISOYNS HOVSA LVEWOD O1 SGOHL3H ADNAOYN3AWS NOISOYS HOV3SH LVEWOD OL SAYNSVAW ADNAONNIWS QNVIST ONOT 40 LSVOD DILNVILY SHL S3HOV3IE JIAVLS NO S3NAON9 4O 1934435 SHL SSYNLINNLS ONTYSANION]S W1isvod SINAOYND ONY S3HOVAIB 4O HOTAVHSA SHL 4O AGNLS 130O0OW V AYNLNAD 1SV1 SHL NI LSVOO HOLNG AHL 40 AYOLSTH 3HL NOTS3Q NIOUD NI SNOTIVIYVA NVOTHOIW 34V7 NO SIONITII WONS SNIOND S31SV3WH3d 41SVOD ASSYSF MAN SHL ONO SSYNLINAIS GALI3FIFAS 40 AMOLSIH WIYOLDId V 3IYa 3NV71 40 AYOHS OITHO JHL NO S3HNLINHLS 394V7 40 $193443 VOTHO1s 403 NOT193108d W1ISVOD NTGYNG LV GNVS JO LNSW3IAOW 3YHOHKSHVSN JSHL SS3YONOD NOTLVOTAVN WNOTIVNYNGINI GNé? AHL OL 1LY¥0d34y NVOTHOTW J¥V7 NO NISNOOSIM WONS SNIOHD ( VAVHST ) VATYVEVN LY SWHOM WILSVOD MIN VINVATASNN3d
VINSNINAd 31ST 3NOS3dd HOVSEA GAVIA AVIVIOTATLYV 40 ALITIGVIS MO NOTINATHLSIO ONY 3ZTS B3VDILYVd 40 193443
WHOA MAN JO
NOITLOV 3AVM ONV
NOTS3C NIOND NI SNOTIVIAVA
SNIOUND ONISN SSHOV3AA 40 ALITIIAVIS
SU731I3 NIOND NI GNVS LNSDSANTWNT FLIP S1S3L1 GNVS 43H0109
3IN3 3¥YV7 NO OTHO WOYS SNTOHD JISGVAWHAdIWSS ONY J18V3Wu3ad
SWSLSAS JNAOHD JO HOTAVHSS JT INVHOAH JHL 40 AQNLS IWINSWId3adKx3 NOTLINGTSLSIG HOVSH ANY SOVNIVeO 44119
SSTLUIIAVID ONIZIWINIW - S19345R GNV SNIOUD
NOTLO9L0%d 1SVOD NI W31780xd TWNIWHAL SHL
Z96T=1961 VOTYHONS NI SNOTLTONOD SOIL WHOLS GNY NOTSOYNS HOVSE JO M3AIA3Y S1S31 ONVS G3A0 AA SNOTLVOTISSANT SSAN3AT1934543 SNIOND VW3S
B31ViS BHL 4O LNOYS 3YOHS IDTINYILVY SHL 40 NOTLVANSS3eHd ONY NOTL9O31L08d SHL W3LSAS ANAOHS VY HIIM 1SV090 VW 40 SOTIWVYNAG 3HL
SWSLSAS 3NAON9 G3INITONI JO YOTAVH3E DIINVHGAH 3HL 4O AGNLS WWIN3SWId3dKx3 S3HOV38 G3004S NO SANAOND JO 193454539 SHI
SYuvVe HITM SISVOD NO YWN3WONSRd LYOdSNVYL GNVS 3WOS
NOISOUNS
SSNA0U9
SLISCONd NOTLOFLONd HOVSA NI SATONGOV 43T139Y4 1WVHS034 JO NOTIVdIOILYVd NOTLOSLOYd 4O SAYNSVAW CNY S1SOD NOTSONZS LNOBV SINTOd NIVLYAD
WNYHOS T3SSNI 430 ANY N3LNVEAZINHOS 310
WOIL JO NOTLVZITTIN SHL AB S3BHOHS3YOS 4O LNSWAAOMdWI ONY NOTLO310¥d 3HL A3SYar MSN ONY ANVIST ONOT NO NOILDFLO%d ONY NOTISONS 1SVO9
4SVOD AGNVS V NO NOTLOSL0¥d ANY NOTSOYNA 3DN3430 V3S
NOTLONHLSNOD HOVSE NOLSAIAIVS
NOTSON3S HOVSE ANV LN3AW3SA0OW GNVS
HOV3AG IWVIW SZIDISVLS ONILS3SHS 1351S 40 SNIOND ONY ST1VM VAS
wavd SIIY AODVC
MHYOM ABSHL MOH 1SVOD N3dO0 SHL ONO NOISONS LIWIT OF G31dVOV SMHOM JATLOALONd NO YAadVd
ANON 3NV1 SLI S1935104d QOOM3YOHS S3HOV3E INSOVCQV GNY AZSeSr MSN LAINT NYNDSVNYW LY NOTSOYS NO LYOd3y SNIONS ATaV3aWH3ad AB NOTLOALOYd 3YOHS
SN33NO 4O HONONOK HOVSE AVMVNDON LV HOVAG DITANd FKL JO JONVNGLNIVE GNV NOTLINYLSNOD
INIJTLIANNOD HOVAE LSAN SYNVH
HOVAG NOLSSAIVS ONT193L04%d
1SVOD 1SV3 VOTYOT4 JH! NO NOTLONYLSNOD LFINT LV SidWaLlVY ADHVS VOINO14s HOV3E GOOMATIOH LV NOTSOYNS HOVER NO LeOd3de
HOWE JSTITASLHOTAM LV TO¥LNOD NOLSGHS
(QANNTLNOOD)
SIIWONODS
152
1000490004 TOOOHDOTLE 1000499084 2000N9T0RE TO00U9L06E Z2000Y49T004 TOO00YND00ES S000490064 2000uN9TOTS 1000498005 TO00YND0T2S 100048990%S €000x49000S 4000490064 €000490T2S TOQ0YN990ES TO0008960TS 2000490025 T0004900SS g8000xN90T2S 1000496005 TOOOYSTTES Z2000490T0S To0d0NNTO?S T0004900%S €000490064 T00049000S 7000897029 z000490T09 2000492TLS 1000489906S
4000489008S Z000N90TBS 1000496095 T000YN90TO9 1000497009 €000498009 T000498009 2000490025 T00089802S TON0YNDLOTS T000u920T9 1000492095 T00049S06S 2000498009 TO00890TBS €£00049%0SS 1000490009 2000x490029 1000497095 T00C0Nd2TI9 TOO00YSEOBS S000498009 2000497029 1000496089
SSIGNLS NOISOYA HOVAS NOTIV3A¥N3Y OL NOTLVISH NI SWA180Ud JHOHS JO NOTSSNOSTQ 318V1-ANN0d
MYOM ASHL MOH 1SVOD N43dO 3H! SNOW NOTSONS LIWIT OL GALdVGV SHYOM AATLISL0Ud NO Y43dVd
S3HOVAE LN30VCQV ONY AaSHar MAN LASINT NVNOSVYNVW LV NOTSONS NO LY40d3uy SNIOND 31VaVaKead AB NOTLOS10Nd SYOHS
STIVM ONINIVLSY GNY SOV3HNINE STV1IWM W3S S3TL13F G3AYNND
S3IGNLS NOTSOYXA NVOTHOIW JVI
SS3AYONDD NOTLVOTAVN TWNOTLVNYSINT HLZT AHL OL 1LHO0d34
NOTLVZITI8V1IS HOVAA NO SNIOWUS 4O JONANTANI
NOTSOSZS LSVOD LSNIVOVY S3YNSVAW GNV SW37180dd LSTYG IWHOLLTT - LSVOD1S3M HSINVO 3HL
S3T1135f GNV SNIOYND LV NOTSO¥S LSNIVOV S3HNSV3W
S3TI140Nd HOVAIE 4O LN3WdOT3A30 AHL GNV NOTSOYNS 1SV09
NOISOY¥A LSVOO
SSSYHONOD NOTLVOTAVN AWNOTLUNASINT HLZT SHL OL 1LYHOd34
VINVATASNN3d YVINSNINAd JIST ANNSAYd LV NOTLOZLONd JYOHS 4O AYOLSIH 3SV9 2S-276T 1SVOD 1SV9 3H! NO SWHOM IN393H 3WOS NOTLOALOYNd 1SVOO
VIAINSNIN3d 31ST 3NOS3Yd LV SHNLVN LIMINO OL LdW3LLV SHSSNTIONS NOTL931L0Nd HOVE S3I1G3wW39e GNV S3SNWD NI SAIGNLS - NOTLIALONd GNV NOTSOXS 1LSVO9 NOTLOJLOHd AYOHS ALSYONOD
VaTHO14 NI NOTLO3L0Nd HOVIE NO NOTIVWHOANT
SNIOUND GaesLLVOS
JON3SAG YO4 SGOHLAW 40 M3STASY NOTLOALOYNd W1isvood
SL1SVOD AGNYS NO S3SS300N%d WHOLLID
NOITLOV SJAWM AG NOTIVIYOdSNVHL ANVS 40 S3TGALS NO 1Y0d3yu AYVYWWNS
4S6T NI SSNVOTYYNH JO S3TYNSIS Y515V YNITONVD HLYON ALTO QV3SHANOW YVAN NODVW 1404 40 SHdVY9OLOHd
SSIYONOD NOTLVOTAVYN TWNOTLVNYSINI HLZT SHL OL LYOd34 SSYUNLINYLS SWILIYVW ONY S3AVM SONTM SW3I1SAS JNAOHD = NOILIALONd 1SVO9 SLIBSNHOVSSVW NI NOTL935104d WW1ISVOD VIGNI NI SW3A180Nd ONTHS3SNIONS W1SVOD SWOS Sis3
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Accretion Artificial-fill
Const-problems Const-procedure
1800-1900 1900-1949 1950-1954
Geometric-shapes High
Adjustable Corner-groins L-groins Misc-plan
Africa Alaska Asia Australia California
Asphalt Concrete Misc-materials
KEY WORDS AND CATEGORIES
Erosion Scour
Construction Data
Economics Maintenance
LO SSO 59 1960-1964
Dimensions
Long Low
Groin Types and Design
Notched Single Spur System
Location Central America Europe
Great Lakes Hawaiian Islands
Materials
Piling Rubb le-mound
199
Beach Dynamics under Groin Influence
Shoaling
Transport -normal
Structural-design
Construction and Survey Dates
1965-1969 1970-1974
Short
Terminal T-groins Z-groins
N. Atlantic Nee Racine S. Atlantic Texas Gulf
Steel Timber
Miscellaneous
House Document Not Annotated
Legal Patent Permeability
Impermeable Permeable
Trade Names
Budd Haupt S. M. Wood Case Milliken Wosenitz Du-Plat-Taylor Mobbs
Type of Investigation
Experimental Model Theory Field Photographic DEFINITIONS OF KEY WORDS
Accretion: Artificial aggradation where a buildup of the beach occurs by an act of man; in this case by groin construction.
Adjustable: Groins in which height and permeability may be altered. Africa: Refers to the shoreline of Africa. Alaska: Refers to the shoreline of Alaska.
Artificial-fill: The process of replenishing a beach by artificial means.
Asia: Refers to any shoreline of the Asian Continent, Japan, Indian Subcontinent, and the eastern shore of the Mediterranean Sea.
Asphalt: Denotes that the groins are built in part or wholly of asphalt.
Australia: Refers to the shoreline of Australia. Budd: Groin of Budd design.
California: Refers to the shoreline of California.
200
Case: Groin of Case design.
Central America: Refers to the shores of Central America.
Concrete: Denotes that the groins are built in part or wholly of concrete.
Const-problems: Any problems encountered during groin construction or as a result of faulty construction.
Const-procedure: Construction process and method.
Corner-groins: A type of groin which is built on the line that bisects the angle between the beach and a groin.
Du-Plat-Taylor: Groins of Du-Plat-Taylor design.
Economics: Actual, appropriated, or projected costs of groin construction and maintenance.
Erosion: Refers to shore erosion prior to or as a result of groin construction.
Europe: Refers to the shoreline of all European countries bordering the Atlantic Ocean, North Sea, Baltic Sea, and northern shore of the Mediterranean Sea.
Experimental: Reports which discuss experimental studies on groins either in the field or laboratory.
Field: Actual in-the-field studies as opposed to laboratory studies.
Geometric-shapes: Any material used to construct a groin or a component section of a groin that has geometric regularity.e-g- cellular groin, tetrapods.
Great Lakes: Refers to the shoreline of the Great Lakes.
Haupt: Groin of Haupt design.
Hawaiian Islands: Refers to the shores of the Hawaiian Islands.
High: Groins which are of sufficient height as to impede the passage of littoral drift and overtopping of waves at high tide.
House Document: Refers to U. S. Congress House of Representatives' Reports which contain pertinent data on groins.
Impermeable: Groins which prevent littoral drift from passing through the structure.
201
Legal: Any legal aspects concerning the construction of groins.
Long: A groin whose length extends beyond the breaker zone.
Low: Groins which do not exceed higi tide level, and which allow passage of appreciable quantities of littoral drift by overtopping waves.
L-groins: Groins built in the shape of an "L".
Maintenance: Repair or additional construction of groins.
Milliken: Groin of Milliken design.
Misc-materials: Materials that groins may be constructed of other than the materials listed in the Key Word List.
Misc-plan: A plan view or description of the plan view of the alignment of a single groin or of a groin system with the beach, and the spacing of groins in a system.
Mobbs: Groin of Mobbs design.
Model: Pertains to laboratory investigations of groins by model studies.
Not Annotated: Articles which have not been annotated.
Notched: Groin with the entire length notched at the top providing increased permeability.
N. Atlantic: Refers to the shoreline of the United States from Maine to the Virginia-North Carolina state line.
N. Pacific: The shoreline of northwestern North America from Alaska south to the Oregon-California state line.
Patent: Articles which present groin patents. Permeable: Groins which (have openings through the structure of sufficient size to) permit passage of appreciable quan-
tities of littoral drift.
Photographic: Articles which present extensive photographic coverage of groins.
Piling: Denotes that the groin is built in part by piles.
Rubble-mound: Groins constructed in part or wholly of stone.
202
Scour: Removal of underwater material by waves and currents at the base or toe of a groin.
Shoaling: Deposition of underwater material in the vicinity of a groin as a result of decrease in the efficiency of wave and current capacity as caused by groins.
Short: A groin whose length does not extend beyond the breaker zone.
Single: Refers to a single groin.
Spur: A groin-type structure connected to the flank of a groin and normal to it.
Steel: Refers to groins constructed in part or totally of steel. Structural-design: Design of a groin or system of groins.
System: A series of groins acting together to protect a long section of shoreline.
S. Atlantic: Refers to the shoreline of the United States from the Virginia-North Carolina state line to the tip of the Florida peninsula.
S. M. Wood: Groin of Sydney M. Wood design.
Terminal: The last groin on the updrift end of a groin system.
Texas Gulf: Refers to the shoreline of the Gulf of Mexico from the tip of the Florida peninsula to the Yucatan Peninsula.
Theory: Refers to articles presenting groin designs based upon mathematical formulae, model studies, and personal experience.
Timber: Groins constructed in part or wholly of wood products.
Transport-normal: Movement of beach and near shore material in a
vector direction approximately normal to the
shoreline.
T-groins: Groins built in the shape of a "T'', ie. a groin with a breakwater at its seaward end.
Wosenitz: Groin of Wosenitz design.
Z-groins: A type of groin with one or more marked angular directional changes along its length as seen in plan view.
203
1800-1900
1900-1949
1950-1954
1955-1959 Inclusive dates denoting construction and survey dates 1960-1964 of groin projects.
1965-1969
1970-1974
204
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SW3180uUd WOITL9VUd SWOS OL NOTINGOS FHI
(NTHDOD) LV S3NAQHD ONY TWIVM=V3AS AA INAWSONVAQWY SNITAXOHS
NIHOOOD
NOTINATHISTG HOVSS ONY SOVNIVYO (435119)
SYHORS CSANW13A3919) LOALOud
NOTSON3 HOW3A CHD3HD) 3ISYHONOD 40
AQNLS TOMLNOD NOISONS HOVE SLIASNHOVSSVW CWWHIVHO)
INIOd (HV19)
SNTIOND 370eV3We3ad
J4119
OL LIVING S3STLL3C J1AVIWead
SONV13A379 - VN ONV13A319 - WN yavdd = WN yOSHO = WN WYRLVEO
SSFHOVAE FIONIKS 4O (SOTISTY3SLOVHVRO)
SNIOWD JO ALINTIOTA SHI NT CSOTLSTH3SLOVHVHO)] MO1S SH1 NO = YN
SOTLSTHSLIVEVhO
11AS 43O 1SVOD 1S3M 3RL NO CSSONVHD) SYOHS GNVY 39YNS = WN J3SN30GIH GNVIST 3H! 40 NOTLO3SL0¥d W1isvad GNY [S3ONVHD] WWISVOD = YN
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JYOHS3YNO4 CYIVWHO] V ONOW TWWIeN3SIVW AHOHS 40 T3AVHL AHL NO SNOILYANSSAO
NOTL3HDOV ONY NOTSONS 1S¥09 4O [S3ASNVO) S3IQ3wW3y4 ONY (S3SNWD) NI SATaNLS
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YNITONWOSHLYON ALINIOTA ONY CHOVIG=VNI1W0NVS) HOV3S8=-VNITONVS AGNLS JONLNOD NOISOYNS HOV3E YSAIN JIIYNVWW OL CIWNVD=AWW=3dV9) WONS AVE=ANVMVIZG0 40 1SVOD ASSHSC=M3N = VN AQNLS TONLNOD NOTSOYUS HOVSA CIVNVI-AVW-3dV9] OL LAINT LVOANNVEA - AASHSF=M3N JO Su0rs 5 os =) We =
WAVHO
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s3asnvo
SUSLVMNV3NE 4O NOTLONNLSNOD 3HL AP [ARSNVD) AAA|SV3S 40 AKdVYHONdOL JO NOTLIVIYVA
aasnvo - VN 3snvo
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VIYALN3SdYaVO - WN
210
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ONTQVING NIONO NI FNOTLONYISNOD) 11VHdSV = WN
C ONVTIOH ) GNVILI130 NI CNOTLONYLSNOD) NTOMD LV 1TWHdSVY JO 3SNM AHL NO LYOd3y = WN
TOYLNOD NOTSONZS 1SVOD NI CNOTLONNLSNOD) 4O GOHL3W MSN V
SN33ND JO HONOHOS HOVAR=-AVMVNDON LY HOVSA DTIANd AHL JO JONWN3SINTVW ONY CNOTLONNISNOD)
AN3W39V1d VIT4 340338 GNV CNOTLONNLSNOD) NIOND Y3L14V LNDTLISNNOD QIATSNTV4 HOVAA=T1TH=-09SUS 40 SHdVH9OLOHd AN3W39VId VWII4 3Y0438 ONY CNOTLONYLSNOD) NIONO H3L4VY LNDTIDANNOD LHOdLSAM HIVAB=-OdwOD 4O SHdVYDOLOHd CNOTLIONYISNOD) HOVIEF=NOLSSAIV9
CNOTLINULSNOD] NIONO NI ALI TIAVAWHAd ONTISVSNONT 40 3IdIONTYd SHL
(NOTLONYLSNOD) YOBYVH WAS GNV V3S NI YHOO14 STAVSAOW KLIM SISAL 1300W = VN
NOTLONYLSNOD VINYOSTWS OLIDALNOW LV [G3SLINYISNOD] SNTONOD NI O3SN NDONIK 3L3HONOD 4O TIVL30 O3LINYLSNOD NOTLVWY19534 ONY CNOTLVAYSSNOD) OQNVT Q31VAILIND = VN NOTLVA¥3SNOD AQNLS VJOXYLNOD NOTSOYNS HOVEE LNDTLOSNNOD HAATY LASSVNOWWVH O1 M3BATY LINDILIBNNOD) = % VOHV = WN AGNLS TOYINOD NOTSOYS HOVEE LNDTLISINNOD YH3ATH CANDILOSINNOD) OL AVASOTINVIN = 9 V3NV = WN AGNLS TOXLNOD NOTSON3 HOV3E CAINDILISNNOD) YAATS LASSVNOWHWWH OL YSATH INDTLOANNOD = 4 V3NV = VN AGNLS TOXLNOD NOTSONZ HOVSE CINDSTILOSNNOD) MAATH SAWVHI OF YSATH MONLVOMVd S VEU = WN AQNLS TONLNOD NOTSOWS HOVER CINDILIANNOD) HAATH DTINOLVSNOH OL HORYVH N3AVH=M3N = © V3SNV = WN AGNLS TOYLNOD NOTSONS HOVSA CLNOTLOSNNOD) WAAUD HSV O1 YAATY JINOLVSNOH = 2 VW34V = YN AGNIS TOYLNOD NOISONS HOVSE CANDILIANNOD) HAATYH YONLVONVS OL W33YND HSV = T V3"NV = VN AQNLS TOXLNOD NOTSONS HOOVES CANDTIDANNOD) HAATH LNDTLOSNNOD OL AVASOTINVIN = 9 W3uNV = YN AGNLS TOMYLNOD NOTSOYS HOV3SA CINDTIDSNNOD) HSATY 1SV3 OL HSATYH LASSYNOWWVWH = 2 W3NV = WN
AGNLS TOYLNOD NOTSOYS HOV3E CINDTILIANNOD) YMAATH WWHAR OL MBATH WONLVONVS TT ONY @ SV3ANV = WN
AGNLS TONLNOD NOISOYS HOV3AE CINIILIANNOD) YOBYVH NAAVH=M3N O1 H3ATU LSV3 6 V3NV = WN
AGNLS TOYXLNOD NOTISOX]A HOVEIB CLNDTLO3INNOS) AVB<OTINVIN OL YSATYH S3WVHL = WN
AN3W39VId TIId 340438 GNV NOTLONYLSNOD NIOYNO Y3140 CLNDTIO3SNNOD) LYHOd1S3M HOVAR=OdWOD 40 SHdvY9OLOHd AN3SW39VId TVII4d 3404398 ONY NOTLONYLSNOD NIOUNS H3LSV CANOTIOSNNOD) AIBTSHTVs HOVAR=TITR=09SVS JO SHdVe90LOHd CANDTLIANNOD) HOVAR=LSSIN=-SHMVH
CLNDTILISNNOD) LHOdLSAM HOV3AS=NdWOD 1V NOISOH]S HOVAG = WN
CLNOTLISNNOD) N3AWH=LSAM HOVAG=$193dSONd IVY VAN MOHHOAR GNY VIT4 HOVWSA 4O MOIAVH38
LNITLIZNNOD
CSSAYONOD) NOTLVOTAVYN TWNOTIVNMSINI HIST 3HL OL LYOd3y CSSSHONOD) NOTLVOTAWN TWNOTLYNYSINE HIST SHL OL LYOd3y CSSSHONODT NOTLVOTAWN TWNOTLVNUSINI HIZT 3H1 OL 1LHOd3e (SSSYONOD) NOTIVOTAYN TNOTIVNHSINI HLAT SH OL LHOd3e CSS3HONOD) NOTIVOTAVN FWNOTLVNNSINY HIZT AHL OL LYOd3Y4 = VN (SS3HONOD) NOTIVOTAYN TWNOTIVNYNSINT HIZT AHL OL LHOd3e = YN CSSAHONDD) NOTIVOTAUN TYNOTLVYNANSFINE HIZT SHI OL 1Y0d34 CSS3HONOD) NOTIVOTAYN TWWNOITLYNMSINI HIZT AHL OL LYOd34y CSS3HONOD) NOTIVOTAYN TWNOTLVNHSINT HLZT SHL OL LYOd3u = YN (SS3BM9ONOD) NOTLVOTAUN TWNOTLVNSSINI Hi2T 3H1 OL 1L4Od34y CSS3HONOD) NOTIVOTAVN TWNOTLYNHSLNT ON22 AHL OL LYOd34¥ = YN [SS3IHONOD) NOTLVOTAYN TWNOTIVNHSINI GN2? 3H OL LHOd3ae CSSAHONOD] NOTLVOTAYN TWNOTLUNYSINI ONC? SHI OL 1L4d0d3e (SSAHONOD) NOTLIVOTAUN TWNOTLYNHAINI 1ST2 3HL OL LHOd34
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AGQNLS NOTSOMS HOVER WHOA=M3N LAINNOD) VUVOVIN = WN AQNLS TOXLNOD NOTSOMZ HOVSE TddISSISSTW CALNNOD) NOSTYYVH = WN AGNLS TOXLNOD NOTSOH3S HOV3SE NVOTHOTW CALNNOD) N3TNYSE = VN AGNLS TOMLNOD NOTSOYZ HOVAA BATT ALNNOD GYVMONs OL LAIINI HLYOM=3NVINEHLNOS WONS ONV LOINI HLYOM=3NV7 OL SNTT CALNNOD) NILYVW WON4S VOTHOT4 ALNNOD HOVAE-W1IVd = VN AGNLS JOXYLNOD NOTSONS HOVSE 3NTT CALNNOD) GuvMouA OL LOINI HLYOM=<3AVT-HLNOS WONS ONY LSINI HLYOM=3NV7 OL ANID ALNNOD NILNVW WONS VOTYOT4S ALNNOD HOVSE-W1Vd = VN AGNLS TOYNLNOD NOTSOYNS HOVAE NISNOOSTIM JOMOLINVW OL SHSATH-OML WOSS FALNNOD) JOMOLINVW = VN AGNLS JONLNOD NOISOYS HOVIE VOTYONS LAINI HLYOM=3NVINAHINOS OL LIINT KLYOM=3NV7 WONS CALNAOD) HOV3EA=W1Vd = YN NOILVTIWISNI NIOUD ONTIMOHS VOTHONS CALNNOID) VLOSVYNVS JO SHdVY¥90LOHd AQN1S TOHLNOD NOTSOYZ HOVSE 3NIDT ALNNOD GHuVMONR OL LSINI HLYOM=3NVT=HINOS WOUS GNV LSINI HLYOM-<3NV7 OL ANID ALNNOD NILAVW WONS VOTHOT4 CAINNOD) HOVAR=W1Vd = YN AGNLS TOXLNOD NOLTSONS HOV3E VOTYHOIS CALNNOD)] SVVIANId = YN VaTYO14 CALNNOD] SVVIANId = WN VOTHOIS CALNNOD) 30V0 = VN VOTYOTd CAINNOD) TWANG = WN VATYOT4 CALNNOD) QYVASYR = YN VOTHONs CALNNODI SNHOF ELS AGNLS TOXLNOD NOISONS HOIVAE = VN AQNLS TOXLNOD NOTSONS HOV3SE VINHOSTIVI CALNNOD) ZNYD=VINVS = WN AGNLS JONINOD NOISONS HOVE VINYOSTIWVS CALNNOD] OOSTG=NVS OGVNOMOD ANY HOWVSA=WIdAdWI HOVAG=NV390 S0TSNV390 = YN AQNLS JOMLNOD NOISOYNS HOV3E II 3SWHd A XIONSddV VINYOSTIVD LALNNOD) SONVHO AVA-LHOGMAN OL YSATYH TATHAVO=NVS = UN AGNLS TOYLNOD NOISONZS HOVEE 2 3SVHd AT YIGNAddY VINHOSTIVI CALNNOD] OO93SIG=NVS = YN VINHOST IVI CALNNOS) JONVHO AGNLS NOTSONS HIVES = VN LALNNO9D) S3TVSONV=SO7 NOTI931NNd HOVSE NO CUVOB=AMOSTAQGVY 30 1¥0d3u ALNNOD NOTLO3LONd JO S3YNSVAW CNV [51509] NOISONS LNOBV SINIOd NIVL439
sisoo SNOT AWVIOK 30 [V1LS09) VN SVWA7180Ud SIOO = VIDNV 30 SVIVYd 30 OVOVWHOS 3 VWIJTHVW OVSOHNS V VYINOD VW1SOD VO OVIDALOUd = VN : SNOIAWVIOW 30 VLSOD VN SVW37180¥d SIOG = VIDYV 30 SVIVYd 30 OVIVWHOS 3 VWILTeYW OVSONR WV VeINOD [V1S09) VO OVO9DFL0%d - YN : vlsoo S3YVT=1VRN9 FHL NO GASN NOTLO3L0¥d 3HOHS ([1S09) M01 41s09
AGNLS
JOYLNOD NOISOYNS HOV3E VINHOSTI WWD ALNNOD OOSTO=NVS COGVYNOMOD) ONY HOVEA<WIdadWI HOVSA-NV390 30ISNV3S90 = VN
VINNOSTIIVD COGWNOXOD) AANLS NOTSON3S HOVSE = YN OaGvNOYNOD
VOINOTS SABM ANAVISTIG ONY VINIOMIA 4O AQNLS C3ATLVYH3d009).NO LYOd3Y TOHINOD NOTSOMS HOVSE = VN
AGNLS JOYLNOD NOISONS HIVIE C3ATLVY3Sd009] WHOA=M3N ANVIST=9NO7T L3INT S3NOF. OL LAINT ONWAST=3eI4 = VN
AGNLS TONLNOD NOTSONS HOVAE C3ATLVH3d009) VINISYTA HOVSR=VINISATA = YN
AGNLS TOXLNOD
NOISOYNS HOV3E C3ATLVY3d009) W3NV VENLNSA 3HL NO 1LYOd3Y WIMSLNT WWII3dS = VINAOSTIVI NYAHLNOS 40 1SVOD = YN BATLVe3d009
S3OTL 3HL SATLIVE [HOLOVELNOD) V YOLIVELNOD
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15V09 1SV3 VOTHOT4 3HIL NO CNOTLONNISNOD) LSINT LV SidW3LLV ATeV3
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IN3Wd013A30 ZAINHOISNSLSAY CNSHOSINSA) N3G AN4s NAONNIHSSdW3 SNT3AWS9TIV = UN N3HOSLNIAG VOINONS HOVIE-WIWd IV SNIOUD AINId LISHS 1331S 4O CNOTLVNOTYIL30) NOTLVYOTY3L30 VINYOSIWO OLFJOALNOW LV G3LINAISNOD SNIOHS NI G3SN NDOT 3L3HOINOD 4O SL Rarer
SW31SAS SNAQHO 4O CNOIS3G) HOs STSVA OISTINSIOS V = WN
NOTLODLOY¥d WWALSVOD ONY SAYNLONYIS WAS NI (NOIS3O) ANY ONINNYId YOS STSVA SV 394NS ANY 1143MS = YN (Q3NNTLNOD) NOIS3G
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SNIMS ONY B3AVYL N33M138 VAS=ITIIVE HLNOS JHL 4O NOTLDALOYNd WISVOD ONY [SOTWVNAQ) W1SVOD WWH3aN39 - SOTRYNAG
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VNIVONVIHHINOS HOVSE-AN1I04 1V (NOTSON3) HOVE = VN
INDTLISNNOD LHOd1SSAM HOVIE=OdwWOd LV CNOISOY¥3) HOV3EE |= WN
S3A11SO4d HOVSGE 4O LN3WdOT3SA30 3HL GNV CNOTSOY¥3) 1SVOO
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ABSHSr=M3N ANV ANWIST=9NOT NO NOTLIZ10¥d ONY [NOTSO¥3) 1LSVOD
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JIN3IIFO GNY CNOTSOY3) 1SVO9
LHOTE=AUNGYSINYD SHL NI IN3WdO13A30 WISVOD GNV CNOTSO¥A) HOVE - VN
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WHOM ASHL MOH 1LSVOD N3d0 3HL ONODV CNOTSON]A) LIWID OL G3LdVOV SYHOM JATLIALONd NO ¥3dVd VNSVIY AVE=WWWAHOUM ALINISIA ONV LTdS Y3WOK ONOTWW CNOISON3) 40 AGNIS
C(NOTSOYNS)] HOVSA WO3HD 3L3Y9NOD 40 SNTONO JISV3EWS3d = VN
CNOTSON3) HOV3E GNY LNAWSAOW GNVS
C(NOTSON3S) 1SVO0D JO NOTLN3SA38d SHI
{NOTSON3) LSVOD
C(NOTSOH3S) LSVOD 4O NOTIN3A38d BRL
C(NOTSO43) LSVOD 3O W37180%d 3HL
CNOTSOU3] LSVOD LSNIVOV SSYNSVSW ONY SW371804d L4ATYO WHOLLIT = LSVODLS3M HSINVG 3HL C(NOISON3) 1LSVOD
[NOTSON3) HOVSE LVEKOD OL SGOHL3W ADNSONSWS
C(NOTSOYNS) HOVSE LVBWOD OL SAUNSVAW ADN39N3W3
NOTISOuS “SNOT aWVIOW 30 VLSOD WN SVW37180Ud SIOG = VIDNV 30 SVIVUd 3Q OVIVWHOS 3 VWILTYVW [OWSOY3) VY VeLNOD VISOD WO OVDDFL0Nd = VN ovsod3 S3HOVAE [Q30NH3) NO SANAOYD 4O 193433 SHL q300¥3
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313 S1is3l AWILINT ONY LN3SWdOT3AR0 CLN3WdINDS] LYOPSNVYL WHOLLTT JO 31VH 3HL NO SNIONO 30 193443 3HKL 4O AQNILS Se 2 AIN3hd IND
SLSNN3SSSISO N3SHISINISLSTIOH=9IMS3SIHOS HSC NV S13STSS9SONNHSNSIN 430 TONNSMSSVMIN3S) ONN ZLINHOS = YN ONNSMSSVALNG
BONOMTS VWI 13 38YT07 V1 C3Y1N3) NV3907 3Q A3STVONVYS 3109 YT YNS Yaw VT 3eLNOD 39N3430 30 S39VANO S31 3Y1N3
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(SOV3I4) NIOWO NI ONVS IN3SDS3NIWNT HLITM S1S31 ONVS G340109 sov3si4 SNIOY¥9 CHOVSS=VNIGNVNY34) SHI HOVAEG=VNIGNVNY34 AGNLS TOXLNOD NOISOYS HOV3E GNVIST CHSTMN|AS) OL NOOWWNH=SILIX KOU LSVOD 3YVMVI30 = YN MITMNIAS N3TYOVMGYON GNN CNYVWH3S) NOA N3LSNY N30 NV N3SONNHINSHSLNNSONNONVYS = WN NATYOSVMQHON CNYVWH34) WOVE WI N3ONNHOSHOANALSNY = WN : N&VWH3ad VINSNIN3Sd 3IST=3NOSFIUd JYOISSY SNIOUD ONY S3HOVRE (430334) i 430334 SLOSCFONd NOTLISLONd HOVSE NY SSIONAOW S3TTSYM (13034) JO NOTIVdTSILYVd Wwa3034 SLLASNHOVSSVW THINOWIV4S)] = YN HLNOW1V4 AGNLS TOSLNOD NOTSONS HIV3A WHOASM3N WHVd=FLVIS CHOVSR=N3SAVH=4IVS) = YN HOVAEeNIAVHHUIVS AGNLS WULNOD NOTSO¥3 HOV3E VINEVIHSY ONV CLYOdYTV4) N33BML38 3TY3-3NV1 4O 3NT7 3HOHS OTHO TI¥ ONV IIA TIT SAXIGN3ddv = YN Lyodylv4 ANSW39VId VIIS 3804338 ONV NOTLONYLSNOD NIOYND H314V INDILOSNNOD (OTV3TAMIVS] HOVWAG=TITH=<09SVS 40 SHdVY9OLOHd Q13I1sYIVs SNIOWD W1iSvOD JO 193433 3HL NO AGNLS CIVINSWIN3dx3) NV SW31SAS 3NAOYD 3O YOTAVHSA JIINVHOAH 3H1 40 AQNLS CWINSWIY3dx3) SW3LSAS 3NAOHD GSNTTONT 4O YOTAVH3SA DTINVECQAR 3H1 JO AGNIS CIWIN3WTY3dx3) VOTHOTS HOVAR=WIWd SNIOHD 31Id L33HS 1391S CWIN3SWIY3d¥3) OIHO AYN3Sd=dWVD SNTOUD CWINSWIY3Sdx3) WINSWIY3dXS NOTLOALO¥d SYOHS NI CINSWIY3dx3) INSWIdadXS SNIOND AG NOTLIALONd WASVOD NO [39N3STH3d¥A] NVWHS9 JO M3TA34 S3LVIS-Q3L INA SHL NI C39N3TH3dX3) NOTLOALONd J3YOHS
BON3TYadKa AONLS JONLNOD NOISOHS HOV3A SIONITIT FNOLSNVAS) 4O ALTO = WN NOLSNVA AONLS JOYLNOD NOTSONS HOV3E YSAIY NIMOVHD OL (0179N3) 3IM3-3NV7 4O 3NIT 348OHS OIHO IXY XTON3dd¥ = YN a8 o179n
OIHO = CNOTSON3S)] AYOHS JO NOTSIATO
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OIHO NOSNH JO ALINIOIA 3HL NI 3NT7 SHOHS 3TN3S=3yNvT1 AGNLS CNOTSOY3) HOV3E8 = VN
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AGNLS CNOTSO¥S) HOV3SA ANID 3YOHS VNIVOUVI-HLYON = VN
AGNLS CNOISOM3) HOV3E YOTHOIS HOVSR=wWIWd = WN
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AGNLS (NOTSOYS) HOV3E VOTHON4 GNVIST M3LId Ar VN
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Sayv1-1V3u9 C(NIVLTH9-1V39e9) NI NQTSOMS 1SVOD
NIViTde-1V349
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KLUYON A3BNY3SGYXON TASNI Y430 CONVYLSISAMAHON) AND JS3M NY NZONONTAHOSH3SHONGAPY HAQ N3JHOVSHN AIC = VN GNVYLSIS3IMOYON LIAS 3NVY SNA908N37739 S30 F3ISNWISSPOHON) HSC NY NAKOVSSNHONeBEY SIG = VN SLSNYLSSMQUON (CNATHOUMOMON) NAVWHAGY WOVE WI NZONNKOSHOANALSNY = VN CNITHOVMGHON) GNA NAXVWHA4 NOA NALSOM NGG NY NIONAHKONSHBINOSONNONVHE = VN N3TYOVMOYON C33SO40N) S30 NY ZLNHOSN2ZLSNY JHHVE LYSONNH = WN B33SQuON ZS=TS6T CAANYSGYON) ONIHSNT4 HOVER HOS AHVOARH WT99dS HLIM S3HOVIA 4O MOTIVHOLSAN WWIOTSILYY = WN LASNYSOHON] NO SWHOM JATIOFINGd ANYIAST 40 LN3WdOTSARA ONY NIOTHO = VN CASNY3SO0HON) 4O LHVd 1S3M NI JN3SWdOTSASO HOV3IR NO SAMNIINHIS SATIIDALONd ANVIST 3O 19543453 3HL = YN TAAINMSOQHON) JVASNT 430 GNVYLSIS3M QYON ONN LS3M WY NSONANTSHOSHSSHONHARAY Y30 NSHOVSHM JTC M3EN NSONNHONSHFIINA MAG AZ AWHRYNOSNNTTALS AHSTTLHOVINGS = VN CABNYSQYON) VASNI 430 ONVHLSISSMGHON GNN ISM NY NSONANTAHOSHASHONHAREY B3CQ N3AHOVSHN JIG =- WN CASNY3SGHON) 3O GNVISIT 3HL 4O NOTLOSLONd SHL YOS SNVId HAIHLeN4S ONY STIT3S HOVAR 40 3SN AG NOTLVLITIBVHSe HOVIE ASNY3SGXON BJLSNW33SLSO N3HOSINIALSTOH=OIMSATHOS 40 NY CALATAS9NSONNMACSIN] HAG ONNIMSSVMING OND ZLNHOS = YN SL3STPAS9SONNSSO3IN
AGNLS TOMLNOD NOTSONS HOVAA INDTIDANNOD YSATH LNDTIDSANNOD OL LAVE<OTINVIN] = 9 V3NV = VN AGNLS TOXLNOD NOTSONA HOVSE INDTLOSNNOD CAVR=OTLNVIN) OL HSATYU S3WVHL = UN AVE-OTINVIN AQNLS NOTSOMS HOVSR YHOAHM3N AINOOD CVYVOVIN) = VN VEVOVIN MHYOASM3N AVESVOTVWYT ONY LSINT AVMVHOON OL LSAINI AWMYNONN LSV9A WOHS TAL TO=MMOAHM3N) 40 LSVOD STINVVUY = YN ALTI=¥eCA=MAN AQNLS TOXLNOD NOTSONS HOV3S BATLVHSd009 CYHOA=M39N) ONVIST“9ONGT LAIST SSNOF O1 LAINI ONVIST=3eIa - UN : AONLS NOTSONMS HOVAR CLWHOA=H=M49N) ALNANOD VHVOVIN = YN AONLS JONLNOD NOTSOH#A HOV38 CMYHOASMAN) WeVd=JIVLS SAHOHS=NHTYTSS = WN AQNLS TONLNOD NOTSONS BOVAGD FWHOAS=M3N) WHVd=FJLVIS HOVAARN3SAVH<4IV4A = VN AQNLS TOHLNOD NOTSOYS HOVER CYHOA={"3N) WHVd=S1VLS HOVSAP=NTTWVH = WN AGNLS JOMLNOD NOTISOYNS HOVSAR (WHOASKP4N) TITY=eNRidy OL BLXOMSAVM=1Le04 ONVIST N3LVIS YN CYHOA=M39N) ONVIST<“9NOD HOVAR=KAVMUNION LV SNTOHO JO SS3NFATLIO3453 [MYOA=SMAN) AVE=WVH 19d HOVIF<GHVHOYO fH HOVSAR ONTHIVA ATOTSTINY NV 4O AGNLS = YN CHHOA=M3N) ANVIST=-9NOT WaVd STTe=S09"UF LV NOTSONA KOVSh = YN CHHOASKM3N) LAIINI SSNOF OJ ATHSLSSM SHOHS ONY LAINT ONVIST-3dT4 CINVIST=9NO7 4O LSVOD OTINVTIV = WN LYHOASM9N) JO FLVIS BSHL JO INOUA JYOHS DIINWITIVY SH1 40 NOTIVAMSS3HNd ANY NOTLOSLOUd SHL CHYOASM3N] AVG=<VOTYWUF GNV LAINT AVMYNOON OL LAINI AVMVNDONY SSF WOHNS ALTI=NHOASP9N 40 1SVOD JILNVILY = VN 5 MYCASM3N AGNIS TOXLNOD NOTSONS HOVIA ANVO-AUWH3dv9 OF 1SINT LVO3NMWE = [ASSYaF=M3N] 40 3YOHS = UN BHOHS [ABSHSCHM3N) FHL 40 LN3WdOT3SA3R0 YMAINIM AP AAIWIS LOBCAMd NIOMO CARSHSF=AMAN) SSSANTISABR QIHSINIJNN AGNLS TOHLNOD NOTSONS HOVAR LAINT JVOANHVA OJ SXOOHRKACINUS WOHA TASSHSF=MAN) 4O SHOHS = VN AGNLS TOHMLNOD NOTSOYNZ HOVIE LAI LVYOINHVA OF NOOH-AQNYS WOM4 CASSHSF=M3N) JO 3HOHS = YN AGNLS ONLNOD NOTSONS HOVIA HFATH SOINNVH OL TWNVD-AVW-3dV9 WOe4 AVE-FHVKNVIaA 40 1LSVOD [LAASMAF-M3N) - YN 1SVOD [AASHSPHM3N) BSHL SNOWY SAMNIINHIS G3IDAIBS 40 AMOLSTH WIY8OLIId V AQNLS TOMINOD NOTSONA HOWAR FASSHBFHMIN) ALTO“OTINVILY = VN AQNLS TONXLNOD NOTSOMS HOWSP CASSHSACHMAN) ALTO=NV390 = YN AANLS TOMLNOD NOTSOMA HOVAR LABSHSC=M4N} ANBWIHHLYad = YN (QSANTINOOD) A3SYSr—-MAN
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STY3-3aWV7 NO FOTHO) WONS SNTOHO JIAVAWHAdIW3SS GNV 37AVAWY3d
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AQNLS OMLNOD NOISOYS HOV3E CLOTHO] NOITVITWHSA OL AMSNANVS ATH3=3NV7 40 FNIT AXOKS OIHO AT XTONAddvY = YN
AQNLS TONLNOD NOTSONS HOV]AS COTHO) AVA AMSNONVS FTH3=-3y07 4O JNIV FYOHS OTHO AT XTON3ddv = VN
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ALTD=NV390
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HOV3Ie-NV3I0
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CUNTTOMVO=“HILYON) GNVIST 3NODVHOC = YUN
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30 VLSOD WN (SYW37180¥d) SIOQ = VIDNV 3G SVIVYd 30 OVOVWHOS 3 VWILTHVW OVSONSR V VNLNOD VLSOD YG OVDDILONd = VN Svw3180%d
NOTLO3L08d WLSVOD JO SIS3L TAGOW GNV SOTWVYNAQC WWLSVOD NI HOMVISAM 4O [WATEQ%d)] SHL NO SV3SQT AWOS = YN
NOTSOM3 15709 430 C(WA180ed) SHL
NOTLOARLNOMd 1SVOD NI (W35IK04d) TWNIWYS! BHL
SHORYVR ANTV=SHOKS 1 [W3TfkONd) LATHCQ WHOLLIT
w3180%d S3WW1-1V3N9 FHL 404d NOTIDALObd BYOHS JO [S3IdIONI4d) S31d IONT&d NOTLONYISNOD NINHD NI ALITVIAVIWHAd ONTSVSMOINT 4O (ANd TONTYd) SRL Sd IINT&d (SADTHd) AWONODZ JY HOVER V QIINK OL MOH’ s301&d
NOTSOMHA LSVOD 4O CNOTIN3SASUd) SHE NOTSOHS LSVO9 4O CNOTIN3SA3Ud) S3HL NOTLIN3SA3&d VINVATASNNAd VINSNINAd CAIST=3NES34%d) LY NOTIDALO%d SHOHS JO AYOLSTIR 3SV9 VINVATASNN3d VIAINSNINSd C3NST“3NOS3dd] HOVAE AAI S ATVIWISTSTLYV 4O ALTTTAVLS NO NOTINATHISIO ONY 3AZTS 31VDTLeVd 40 193443 AGNIS TOHLNOD NOTSONS HOVAA VINVATASNNAd SIMA VINSNIN3Sd [31ST-3NNS34d) = UN AGN1S TJOHLNOD NOTSONF HOVAAR VINVATASNNAd 3IM3 YINSNINSd CAIST-3NOS3Yd) - VN VINSNIN|d C3IST=3NOS3Hd) LV SNNLVN JTMINO OF taWal1Y SMBANTONA NOTLOSLONd HOVAS VIAINSNIN3d CAIST=3NOS3Hd) AHOIS3M SNIONUO ANY S3HOV3SH 830334 371ST-antS3ud MYOASM3N 4O B3LVIS 3HL 4O LNOM4 AHOHS DTINVTVLVY SH1 40 ENOTIVASSS34d) GNY NOTLO3BL08%d SHL NOTLVAY3S3%d NIOMO AIAVAWe3d [L1SVDAMd) ZLINSSOM 3HL SNTION9D YOOTR BSLSHONAD C1SV934d) FLSYONOD CLSVI3hd) 4O S3TLL3F ONV SY3Id
isvoaed SNOT AWVd0W 30 VWiSOD VN SYW371804d SIOO = VIOUV 30 [SVIVdd)] 30 OVOVWHOS 3 VWILTHVW OVSONS V VeLNOD VISOD VO OVDD31L0Nd = YN . SVIVud THOVSR=-ONVdWOd) 1 AGNIS ONTYASNIONS W1SVOd HOVIE-ONVdhWOd
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SLLASNHOVSSVh GNVIST CHNI1d)] SHdV49010Hd IWI83V a WN Id
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VN VN W1ISt0D ANY LNAWdOTAASG W1SVOd
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AVAYNION
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AGNLS TOXLNOD NOTSOYNS HOVIE LNOTLOANNOD CYHSATH) LASSVNOWWVH OL HSATH LNDTILOSNNOD = % V3NV = YN AGNLS TOXLNOD NOTSOYS HOVEE LNOTLOSNNOD CYHAATH) LNDILISNNOD OL AVA-DILNVIN = 9 V3eNV = YN
AGNLS TONLNOD NOTSONS HOV|AS LNOTLOSNNOD CYSATY) JTNOLVSNOH OL YORYVH N3AVH=M3N = € VEN = YN
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ZLNHOS SLSNW3ISILSO CNSHDSINTSLSTOH=“OIMS3IIHIS) YQ NV ALSTAAOSONNYZOSIN HSC ONNAMSSVMIN]A GNM ZLNHOS = YN NI3LSIOH=9IMS3 THOS {3W3HOS) NOTLOZL0Nd 1SVOD A|3ST3S 3HL ; 3W3HOS SNIOUND [G3N3LLVIS) a3e311LV9S
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NOILVTIVWISNT NIOUD ONTMOHS VATHOTY AINNOD [V1OSVeVS) JO SHdVY9OLOHd VLOSVWUVS
AQNLS JOMYINOD NOTSOYZS HOVSE YALVMNVSNB CONASd=NVS) OL NONW INTOd VINHOSTIWD 40 1SV00 TT XTONaddvY = WN Oud3d=NVS
AQNLS JONLNOD NOTSONS HOWSE 9H Pd CNVNF=NVS) SVINVW=SWT-VINAd = YN
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AGNLsS
JOYLNOD NOTSONS HOV3E TI 3SVHd A YIONSddV VWINHOSTIVO ALNNOD 3ONVHO AWA=LNOdMSN OL HSATY [T3THAV9-NVS) = WN TV3THsVIENVS
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; AGNLS
JOYLNOD NOTSONS HOVEE VINHOSTIVD ALNNOD [OO3STO=NVS) NOVNOHOD ANY HOV3R<IWTYMadWI KOVAR=NV3IO SOISNV390 = VN
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AQNLS JOMLNOD NOTSONF HOVSA VINNOSTIWD ALNNOD [ZNHI=VINVS] = YN ZNHI=VINVS
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NOISOYNS HOV3E BSAILVYSdOOD V3NV VENINSA BHL NO LYOdAaY WIMSINT WTIAdS = WINHOSIVVI [NYSHINOS) 4AM 1SVOD = YN NY3HINOS
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31V1S SMBLNIM AG CO3IWLS) 1L93CONd NTOHOD AZBSHSF=M3N SSANISNE OSHSINI4NN Q301W1s S3HOV3A C37GVLS) NO SANAOHS JO 193443 3BHL 378v1s NOISOY¥3=3397 S3HOVIS WiASvVOD [G37TTIEVLS) 4O GN3 3H1 LV wV3HA HOVER 4O S1S31 1300W = YN GaZIIIeVvls HOVIG=IWVIW C3ZTTTAWIS) ONTLS3HS TW431S 40 SNTIOUD ANY STIVM-V3S 3Z21718V1S
JV4OUd WINd JO SNTOYND AG SAYOHS WIANTIW SIONTKS JO CNOTIVZITIBVIS) “V3S-HLYON NVWH39 JO LSVOD HLNOS 3HL 43O SONVIST ONTLVOT4 40 SJONVNSINTVW GNV CNOTLVZTIIAVIS] YO4 SNOTSTAOUd = YN CNOTLVZITIGVIS) HOV3E NO SNIOYD 4O NOTLOV 3HL (NOTLYZITIEGVIS] HOV3E NO SNIOND JO JONSNTANI CNOTIVZITIAVIS) 1SV09 ONY NOTLISLO%d GO014 = VN NOTLVZIVIGVIS SNIOYD ONISN S3HOVSE JO CALITIAVIS) SBHOV3E 4O CALIIIGVIS) S3HOVIA 4O CALTTIGVIS) GNY NIOSTYO 3HL SBHOVSE 4O CALITIEGVLS) TWNIGNLIONOT 3HL VINVATASNN3d VINSNINSd 31ST<3N0S3ud HOVAG OANII4G AVWIOTAT LUV JO CALIDIGVLS) NO NOTINATYHLSIO ONY AZTS 3IDTLYVd 40 194943 avae ~ ALTVIGVL VINTOMTA CLIdS) ARAHONOTIIM LV NOISOYS HOVSE - YN VISVWW AVE=WVWWSIHOVM ALINIOTA ONY C1TdS] Y3WOK ONOIW NOTSONS JO AGNIS 1IdS AGNLS TOXINOD NOTSON3S HOV 3NI1 ALNNOD GUVMONS OL LBINI CHLYOM=3NVI=-HLNOS) WOUS ONY L3INT HLYOM-3NV7 OL SNIT ALNNOD NILYVW WOHS VOTHOT4S ALNNOD HOV3EEG-WIVd = VN AGNLS TOULNOD NOISONZS HIVES VOTYOTNS LAINI CHLYOM=3NVI=HINOS) OL AFINT HLYOM=3NVT WONS ALNNOD HOVEB=W1Vd = WN HLYOM=3NV1SHLNOS AQN1LS VOYLNOD NOTSOYN3S HOVIG GNVIST=-3CCHY ATHALSSM GNV [NOLSONIM=HLNOS} - WN NOLSONTM=KLNOS CYNIVONVI=HINOS) HOVSG-ANI0S LY NOISOYNS HOVER - VN CVNITOYVI=HLNOS] HOV3AE-GNVISI-ONTILNNH = VN YNIVOXNVI=HLNOS
243
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S3aunLIneLs
SNIOUS JYOHSVSS JO C3MNLONYIS] TWNMSINT SHL ONY HILON37 3HL NO = VN SaNLINYSIS
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244
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NOTLO3L0Nd WISVOD 4O [S1S3L) TACOW ANY SOTWYNAAM WISVOD NT KONV3ISSH 40 WITIFONE AHL NO SVSQI 3wOS = YN NOTSON3=337 SAHOVSE WISVOD A3SZTITEVIS JO CN3Z 3H1 YY WWAdP HOVES 40 (S1S31) TAGOW = YN NOTLO3L08d WISVOD GNV SAVMV3S SHORAVH NJ ONTHSSNIONS FWTLTaVh NT CSIS3L) TW3N0W JO ALTIIAVLIAS = YN sisal SNTOHOD 4O NOTIVIIVISNTI SNOSZ9NVINVAGY 3HL ONV HOVE AQNVS V NOdN SH3WNV3NA ONY SINAYHND 43O L99449 JRL SNTWH9L3C0 OL STVAGCOW AWWOS HLTM C1S31) 1S31 NOTLOALONA ISVOD NT wW37KhOed CUWNIWHSL) SHI WNIWSSL [SWAISAS) 3NAOHD AO NOTSAQ HOS SISVE OISTANATOS VW = VN CSWAISAS) A4NAOND |= NOTLI3ALONd LSVOD CSW3LSAS) SNAOHO 40 HOTAVHAR DTINVHOQAH 3h} 4O AQNIS WIN3WId3dKS (CSWALSAS] JNAOHSD GANTIONT 40 HOTAVH3A JTINVHGAH SHL 40 AQNLIS WIN3SWIY3dX%3 ShW3LSAS S3HOV3IA GNVS ONIGTINGSY GNV TONLNOD NOTSONS HOVAEG ANd CW3ISAS) NIONO FIFVAWMSd ATVIVINOZTHOH GONNA 3BHL CWALSAS) NIONO NVOTMAKS=1404 3H1 4O NNSLIVd ONTINVIIG [WAISAS]Y ANAQHYO VY HLIM LSVOD V 40 SOTWYNAG SRL (WAISAS) SNAOHO DV HLIM LSVOD Y 40 SOTWYNAG 3HL W3LSAS ANWWH39 4O 1SVOD V3SS=HLYON C17AS] JO 1SV0D LS3M FHL JO NOTSOMS SHI NO SHHOM FATIDILO%d 30 SJON3SNIANT SNIOHO 1V174 AB GNVIST C1 TAS) 40 HOVAR 1S39M JRL 40 NOTLO3104d = YN
LAS NOTLOZLO¥d WiSvVOD ANY SAYNLINIS VAS NI NOTSAC GNY ONTNNWId HOS STSVA SY F9NNS ANY [173KS)] = VN VW13eS NOTLOSLO¥d WISVOD ANV S3YNLINYLS WES NI NOTS3C ANY SNINNWId HOS SISVA SY C394NS] ONY W13MS = WN 1TAS 40 LSVOD ISS" 3HL NO S39MNVHD AHOHS ANY [39HNS) = WN 394NS
VINHOSTWO ( FSSSTTVINAL3SSNAS) ) QORTO=NvS 40 ALTID 4O AGNIS WITI3dS = YN S434I119-13SNNS NOTH3SLTHD NOTSAIQ NTOMD VAN FONVIMOAWT ONTNYFONAD INAWALVIS CAeBWWWNS ) NOTIOV SAVM AG NOTLVENNdSNYeL ANWS 40 SSTGNIS NO LHOdaY CAdVAWNS) ASYWHWNS NOTLO3LOUNd WAISVOD GNV SAVMV3S SHOSYVH NI ONTANS3SNIONS AWTLTavh NT SYS3) TRd00m 40 CALTTI@VLIAS) = VN ALTUIEVLIANS S3ATANLS ANVIST CNOWIS*1S) NO 1LHOd3u4 VIONORO GNVIST FNOWIS*1S) AGNLS NOTSOSZ HOVAE = VN NOhIS°1S VOTHOTS ALNNOD FSNHOF ELS) AGNIS WOSLNOD NOTSONS HOV3R = WN SNREOF°LS VOTHOTS CANTISNONVEIS) INTOd KIMON LV SNTONOD OLL3nIVd ONY NOTSOUS VOTYONS CANILSNONVELS) LNTOdG HIYHON JY SNTOHO OLLAW Vd JOVFEVD GNVY NOTSOMA 3YOHS : SNILSNONVEIS VIOHOFRD GNVIST NOWIS*IS CACNIS) NOTSOQ¥Z HOVSAR = VN VQTHOT14 ALNAND SNHOFTIS CAQNIS) TOeINOD NOTSO4S HOVER = VN VINHOSTIWD ALNOFOD B9NVHO CAGNIS) NOTSONZ HOVZE = YN SNIOND WAISVND 40 193443 BHL NO CAGNIS) WINSWIY3dx3S NV (T) SNIOUS AS G3L9354V LNAWIGAS HOVSE NO CAGNIS) TWIN3KYONN4 SNIONO 40 SNOTLINNS OTHO GVSH3SIGHVW OL ANID 3LVIS NVOTHOIW = OFHO WONS ATYS=3NV7 JO ANT AHOKS OTHO CAGALS] NOTSOH3 HOV3AE = VN VQIYNONS SASM ANAVISTE AONV VINIONIA 40 CAGNLS) BATIVH3SdOND NO YHOd3H TOSLNOD NOTSONS HOWAE = YN SWILSAS 3NAOUD GSNTTONT 40 HOTAVH3ES DTINVAQAB ARL JQ CAUMLS] WIN3Wld3adX4 SW3LSAS 3NAOHD JO HOTAVHSA DTIINVMOQAR GRKL JO FAQNIS) WIN3SWId3d¥3 S1iS31 WILINT ONY LN3WdO13A50 LNSWdINDS LYOMSNVYL TWHOLLIT 30 3LVH AHL NO SNTOHO 40 J9RAdJF BRL 4M CAGNIS) AMOLVHOBVI S3NAOH9D ONY S3HOVAR JO HOTAVK3S SKIL 40 FACNLS] 1300W V SAYNLONNIS OTINVHOAH SV MOTLONOAS HTIHKL GNY SNIOHO 4O CAGNLS] V VISVTV AVE=NVWAHOUY ALINTOTA ONY ILTdS HAWOR SNOTV NOTSONZ 40 [AQNLS) (AANNTLNOSD) AGNlS
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CLASS TFIED
Security Classification
DOCUMENT CONTROL DATA-R&D .
(Security classification of title, body of abstract and indexing annotation must be entered when the overall report is classified 1. ORIGINATING ACTIVITY (Corporate author) 2a. REPORT SECURITY CLASSIFICATION Coastal Engineering Research Center (CERC) UNCLASSIFIED 5201 Little Falls Road, N.W. Washington, D. C. 20016
3. REPORT TITLE
GROINS: AN ANNOTATED BIBLIOGRAPHY
4. DESCRIPTIVE NOTES (Type of report and inclusive dates)
Bibliography with indexes.
5. AUTHOR(S) (First name, middle initial, last name) James H. Balsillie
Richard 0. Bruno
6. REPORT DATE
Ja. TOTAL NO. OF PAGES 7b. NO. OF REFS
8a. CONTRACT OR GRANT NO. 98. ORIGINATOR’S REPORT NUMBER(S)
b. PROJECT NO. Miscellaneous Paper 1-72
9b. OTHER REPORT NO(S) (Any other numbers that may be assigned thie report)
10. DISTRIBUTION STATEMENT Approved for public release; distribution unlimited
11- SUPPLEMENTARY NOTES 12. SPONSORING MILITARY ACTIVITY
13. ABSTRACT
A groin is a shore protective structure built (usually perpendicular to the shore) to trap sedimentary material or to retard erosion of the shore. Of all the shore protective structures used by coastal engineers, the groin is the most difficult to design - functionally and structurally. Because this complexity of design was not recognized until recently, many early groin installations were failures. CERC supports a continuing research program devoted to gaining a better understanding of groins. This bibliography evolved from the groin research program.
About 460 articles published since 1900 on groins and groin-type structures are presented in this bibliography. Annotations accompany each bibliographic entry where possible. Indexes of authors, titles, and subjects are included to aid the researcher. Unavailable literature such as foreign articles, although not annotated, are included as entries in both the annotated section and the indexes.
DD v.14 73 Sesocere rom sii ae! 1 8 nen UNCLASSIFIED
Security Classification
UNCLASSIFIED
Security Classification
14. LINK A LINK B KEY WORDS b
Groins Shore protection
Bib liography
UNCLASSIFIED Security Classification
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