Urs, ea ae ae TECHNICAL REPORT CERC-85-12 (teat) el i SEAWALL AND REVETMENT STABILITY STUDY, of Engineora CAPE HATTERAS LIGHTHOUSE, NORTH CAROLINA by Peter J. Grace, Robert D. Carver Coastal Engineering Research Center DEPARTMENT OF THE ARMY Waterways Experiment Station, Corps of Engineers PO Box 631, Vicksburg, Mississippi 39180-0631 4 \ December 1985 Final Report Approved For Public Release; Distribution Unlimited Prepared for US Army Engineer District, Wilmington Wilmington, North Carolina 28402 and The National Park Service Southeast Regional Office US Department of the Interior Atlanta, Georgia 30349 Destroy this report when no longer needed. Do not return it to the originator. The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. MBL/WHOI Unclassified SECURITY CLASSIFICATION OF THIS PAGE (When Data Entered) READ INSTRUCTIONS 1. REPORT NUMBER 2. GOVT ACCESSION NO,| 3. RECIPIENT'S CATALOG NUMBER Technical Report CERC-85-12 4. TITLE (and Subtitle) 5. TYPE OF REPORT & PERIOD COVERED SEAWALL AND REVETMENT STABILITY STUDY, CAPE Final report HATTERAS LIGHTHOUSE, NORTH CAROLINA 7. AUTHOR(s) 8. CONTRACT OR GRANT NUMBER(a) Peter J. Grace Robert D. Carver 10. PROGRAM ELEMENT, PROJECT, TASK 9. PERFORMING ORGANIZATION NAME AND ADDRESS AREA & WORK UNIT NUMBERS US Army Engineer Waterways Experiment Station Coastal Engineering Research Center PO Box 631, Vicksburg, Mississippi 39180-0631 11. CONTROLLING OFFICE NAME AND ADDRESS 12. REPORT DATE US Army Engineer District, Wilmington PO Box 1890, Wilmington, North Carolina 28402 The National Park Service, Southeast Regional Office, US Department of the Interior ee de SUS TRACERS ior ee renee) Atlanta, Georgia 30349 Unclaseirica 14. MONITORING AGENCY NAME & ADDRESS(if. different from Controlling Office) 15a. DECLASSIFICATION/ DOWNGRADING SCHEDULE 16. DISTRIBUTION STATEMENT (of thia Report) Approved for public release; distribution unlimited. 17. DISTRIBUTION STATEMENT (of the abstract entered in Block 20, If different from Report) 18. SUPPLEMENTARY NOTES Available from National Technical Information Service, 5285 Port Royal Road, Springfield, Virginia 22161 19. KEY WORDS (Continue on reverse side if necessary and identify by block number) SECURITY CLASSIFICATION OF THIS PASE (hen Data Entered) Armor stone Seawalls ——— Cape Hatteras Stapods —— Hydraulic models Water Waves — Revetments Wave pressures —= oT — 20. ABSTRACT (Continue am reverse side if necesoary and identify by block number) ——s A two-dimensional model investigation was conducted to provide input for a the design optimization of a seawall-revetment shore protection system pro- —r_ posed for long-term protection of the lighthouse at Cape Hatteras, North Caro- =o lina. The specific purposes of this investigation were as follows: ——s) —— a. Tests were performed to determine the most severe wave con- =—— © ditions relative to the stability of the seawall and stone >= i (Continued) =—oc pp,o™. 1473 ae OF 1 NOV 651S OBSOLETE =—— UE e Unclassified =a ——S Unclassified SECURITY CLASSIFICATION OF THIS PAGE(When Data Entored) 20. ABSTRACT (Continued). revetment within the limits of still-water levels and wave periods that could be expected to occur in the prototype area. These tests led to the development of a storm-surge hydrograph to which the seawall-revetment sections were subjected. The hydrograph included still-water levels of +2.6, +4.3, +6.9, and +8.6 ft mean sea level and wave periods of 6, 8, 10, 12, and 14 sec. The most severe breaking wave heights ranged from 9.0 to 17.0 ft. Several stone revetment sections were tested under the worst breaking wave conditions to optimize the geometry and stone sizes. Results indicated that the revetment plan characterized by 6.3-ton primary armor stone would be an adequate design. Pressure tests were conducted to determine the distribution of wave forces on the seawall so that the seawall could be designed to withstand the resultant forces and ensure stability against overturning and sliding. The seawall geometries tested included a vertical wall and two recurved walls. The two recurved sea- walls were very similar in design; however, one included a slightly different crown geometry designed to reduce over- topping. Results indicated that the modified recurved seawall (Plan R4S3) was the most suitable design tested in terms of minimizing pressures on the face of the wall and reducing runup and overtopping. Unclassified SECURITY CLASSIFICATION OF THIS PAGE(When Data Entered) PREFACE The model investigation reported herein was requested by the US Army Engineer District, Wilmington, (SAW), in a letter to the US Army Engineer Waterways Experiment Station (WES), dated 29 June 1983. Funding authorization was initially granted by SAW on Intra-Army order No. SAWEN-C-83-135, dated 28 June 1983. Model tests were conducted at WES during the period August 1983 to July 1984, under the general direction of Dr. R. W. Whalin, Chief, Coastal Engi- neering Research Center (CERC), WES; Mr. C. E. Chatham, Jr., Chief, Wave Dynamics Division, CERC; and Mr. D. D. Davidson, Chief, Wave Research Branch, CERC. Tests were conducted by Messrs. P. J. Grace and R. D. Carver, Research Hydraulic Engineers, and C. R. Herrington, Technician. This report was pre- pared by Messrs. Carver and Grace. Director of WES at the time of publication of this report was COL Allen F. Grum, USA. Technical Director was Dr. Robert W. Whalin. CONTENTS Page PREBACE. 68%.. Piste Gh DAES FL Porat rete aod ne oan ate RG Hon Reet aot venereal cite | CONVERSION FACTORS, NON-SI TO SI (METRIC) UNITS OF MEASUREMENT.......... 3 PART I: INTRODUCTION coe: Seana Seate eared tors we tah oeelielle a retateRewtare tone nee rettene ewes aed 4 The Protoby perce. Le MTA RR A a eee 4 The: ProObLem ys hee BHNGee ehetens. hare ares areal oeteteter otabetta hel cratebens (ester sltevewskeherellswersmatenee sous 5 Purpose of themModelsstuciyiermacterercrcreicrcieneicnenonehoreiensioneneneloncielcnetoneiterehetsteienets 5 yee ILLS TEHES “MODE Lieve. 'e: 6./e-i5-re) scores ocrelceve te talvorioneuay ol ool/ey cnvalre ssivel oueWoirey aval eve: er oronebonerorerelenotevene 6 Design, of ithe: Model. « 2) xaidcis cierse sicietele sonelerel crater even tenet elle evel omstelelets crete 6 mest; Faciwbitales: andWE qualpmerterrcncrecrctereterckeeyereetore arcterctenevelerenenenere te enrerene T TeSt, PrOCEAURES). 5 Sajsseyorersse cucropete iete «hers ove ro teletensreuotoeeronen caval one tei vel oteheh opens tf TES WSS uprsrvevverwarctciorerstenckercis toh uenevetoreenore vale lei kere eveterekeret akon ater etseted fells ewels 12 PART Ove “ REVETRMENI a S ABREU ORES Siareyerenersrerccepelnene ctertenerelcrercienetercicrcerererenerarere 15 sellection of Test: Conditions cc cnn ocicicieloe oretereiareterstele cicieloraier stl eorerere 15 Plans Tested@and Resulitsisci. feciecela es cee ee nee 16 PART IV: WAVE? PRESSURES DES TS io aestavetle hl scctahe circ clei crete reve rote coeita teeters cameo taeee tos 21 Plan’ R4S1 “TESPNRESUMESE kent varents ieee ae Teaneck nee 21 Plan RASA CTeSGIRESUTGS:.. cccicwonetucveverewer cites tore Oe Roe erred ie ieLxeueioreneoee 23 Pillans RUS3QTeS ty RESUMESHYs «1c /h laces acl eweten erie aue areal ora a cular ads niraee ewan ene 26 PART V: CONCEUSTONSWANDEDIESCUSSTIONGeaeeioer erie cicero 29 GOMES PONS '5o/5- 5 )5i Site cas aire voire tosvosavioveviei uel elie lexoney are sare oo elie “oerentocol eker iene Groh one toreieiaiaueiewent 29 DiS CUS'S TOM sivas Saw avieivaves eas 3 oa sac aii, areal vocin estes te us Voi/aavre er sicenreuie vevcesue: ex/e coh ei vasrs deliolieneireuemere renenonene 29 REPERENGES joie: eto orte atte; © oviah orcai sey euralicnes/aysayre (cates oe rie cia ieuen or alelte lie: eye -omewouel el tene toheuevane: aireneltelolrefontouettens 31 TABLES 1-11 PHOTOS 1-30 PLATES 1-100 CONVERSION FACTORS, NON-SI TO SI (METRIC) UNITS OF MEASUREMENT Non-SI units of measurement used in this report can be converted to SI (metric) units as follows: Multiply feet inches miles (US statute) pounds (force) per square inch pounds (mass) pounds (mass) per cubic foot tons (2,000 pounds, mass) By 0.3048 54 1.609347 6.894757 ine) 0.453592 16.01846 907. 1847 To Obtain metres centimetres kilometres kilopascals kilograms kilograms per cubic metre kilograms SEAWALL AND REVETMENT STABILITY STUDY eee ee NN ENS allt aa le Lge CAPE HATTERAS LIGHTHOUSE, NORTH CAROLINA PART I: INTRODUCTION The Prototype 1. Cape Hatteras, the easternmost point of North Carolina, projects from a narrow curved sand strip. This sand strip, known as the outer banks, parallels the North Carolina coast for about 180 miles* (Figure 1). The Cape Nyt Hawk () Figure 1. Project location map * A table of factors for converting non-SI units of measurement to SI (metric) units is presented on page 3. 4 Hatteras National Seashore, which includes the lighthouse, was established in 1953 and is managed by the National Park Service (NPS). The Cape Hatteras Lighthouse is located near Buxton, N. C. The Problem 2. It is anticipated that erosion and gradual shoreline retreat will eventually diminish the beach fronting the Cape Hatteras Lighthouse. The US Army Engineer District, Wilmington, (SAW), is providing design expertise to NPS for the development of coastal protection works to safeguard the light- house. The plan of protection selected by NPS consists of encircling the lighthouse with a wave-reflecting seawall fronted by a stone revetment. Purpose of the Model Study 3. The model study was conducted to determine the adequacy of the pro- posed seawall and revetment design and, if necessary, to develop alternate designs from which an optimum plan for stability and economy could be deter- mined. The specific purposes of this investigation were to determine: a. The most severe wave conditions relative to stability of the seawall and stone revetment within the limits of still-water levels (swl's)* and wave periods that could be expected to occur in the area of the Cape Hatteras Lighthouse. b. The stability and optimum stone size of the rubble stone revet- ment under worst breaking wave conditions. ec. The distribution of wave forces on the gravity seawall so that it could be designed to withstand their resultant forces and ensure stability against overturning and sliding. d. A seawall curvature that would prevent overtopping and minimize the resultant wave forces on the seawall itself. The combined stability of the seawall and revetment resulting from the hydraulic interaction of the two components. 10 * All still-water levels cited herein are in feet mean sea level (msl). PART II: THE MODEL Design of the Model 4, Tests were conducted at an undistorted linear scale of 1:25, model to prototype. Scale selection was based on the size of model armor units available compared to the estimated size of prototype armor units required for stability, capabilities of the available wave generator, and elimination of stability scale effects (Hudson 1975). Based on Froude's Model Law (Stevens et al. 1942) and the linear scale of 1:25, the following model-to-prototype relations were derived. Dimensions are in terms of length (L) and time (T). Model-to-Prototype Characteristic Dimension Seale Relation (r) Length L Ln = $25) Area he A Ske = (96a r r Volume 13 Vite ie = 215,025 F PG 2. eerie Time Ty qT. = Lh = 1:5 5. The specific weight of water used in the model was assumed to be 62.4 pef and that of seawater is 64.0 pef. Specific weights of the model con- struction materials were not identical to their prototype counterparts. These variables were related using the following transference equation: (ia) Sh(le leachate re my), \@) |e m and p = model and prototype quantities, respectively We = weight of an individual armor unit, 1b Ue, = specific weight of an individual armor unit, pcf Ly/Lp = linear scale of the model S, = specific gravity of an individual armor unit relative to the water in which it was placed, i.e., S, = Vaghivis 5 where Tae is the specific weight of water, pcf. 6 6. The model seawall was constructed to reproduce the geometric shape of the prototype structure. Allowances were made for modifications in the geometric shape of the seawall face to accommodate proposed alternatives, i.e., vertical and recurved seawalls. The midsection of the seawall was equipped with features allowing installation of transducers for measuring wave pressures. Aluminum was chosen for construction of this 1-ft-wide section due to its availability, workability, and thermal conductivity. Test Facilities and Equipment 7. A concrete wave flume 5 ft wide, 4 ft deep, and 119 ft long was used for all tests. The flume is equipped with a vertical displacement wave gener- ator capable of producing monochromatic waves of various periods and heights. Test waves of the required characteristics were generated by varying the fre- quency and amplitude of the plunger motion. Test sections were installed in the flume approximately 89 ft from the wave generator. As shown in Figure 2, postulated local prototype bathymetry seaward of the test sections was rep- resented by a compound slope of 1V:22H and 1V:60H for simulated prototype distances of 110 and 1,200 ft (4.4 and 48.0 ft in the model), respectively. 8. Wave pressures were measured using miniature semiconductor pressure transducers, each equipped with a silicon diaphragm and a 4-arm strain gage bridge. Pressure measurements were calibrated and recorded using a micro- computer. Data were stored on 8-in. floppy discs. Wave pressures were also recorded by an oscillograph capable of accurately recording the high-frequency pressure variations. Simultaneous pressure measurements were made at up to 12 different locations along the face of the seawall. Figures 3-5 show these locations for each seawall alternative. Test Procedures Calibration of the test facility 9. At the US Army Engineer Waterways Experiment Station (WES), calibra- tion of the wave facility is normally performed without the test section in place; therefore, conditions are analogous to the prototype conditions for which the measured and/or hindcasted wave data were determined. Electrical- resistance type wave gages were positioned in the flume at a point that would uOT}OaS SSOUD oUMTJ SAeM “2 AUNTY MAlA 3114d0Ud 4 WOLLOG LV 74 HO9 ‘Al Hee “Al YOLVYINID JAVM INIWIIVTdSIC - TWOILYIA NOILIAS LSFAL YIdG4YOSEV AAVM MAIA NV1d “© ELEVATION, FT +25.0 +20.0 +15.0 +10.0 +5.0 -10.0 Figure 3. CHANNEL VERTICAL SEAWALL (PLAN R4S1) CUTOFF WALL Pressure transducer locations on vertical seawall ELEVATION, FT +25.0 +20:0°—" i ae U2. SoS SS ee +15.0 at =. io) (2) RECURVED SEAWALL (PLAN R482) +5.0 CUTOFF WALL -10.0 Figure 4. Pressure transducer locations on recurved seawall 10 +25.0 CHANNEL 1 #200 F | 2S¥-------------- +15.0 dt a 9 ° MODIFIED RECURVED SEAWALL (PLAN R483) ELEVATION, FT +5.0 -5.0 CUTOFF WALL: -10.0 Figure 5. Pressure transducer locations on modified recurved seawall 11 coincide with the toe of the proposed revetment section, and the wave gen- erator was calibrated for various wave conditions. Once calibration was com- pleted, the vertical seawall and first revetment section were placed in the wave flume and the wave generator was "tuned" to determine the most severe breaking waves that could be experimentally made to attack the structure; i.e., for each swl and wave period, the wave generator stroke was varied slightly until the most severe wave condition relative to armor stability was obtained. These wave conditions were then incorporated into the hurricane storm-surge hydrograph and the abbreviated storm-surge hydrograph. Plates 1 and 2 show the hydrographs which were used in the revetment stability tests. Method of construct- ing revetment sections 10. Model revetment sections were constructed to reproduce, as closely as possible, the results of prototype revetment construction. Bedding mate- rial, dumped by bucket or shovel, was compacted and smoothed to grade with hand trowels in an effort to simulate the natural consolidation that would occur during prototype construction. With the bedding material in place, the underlayer was added by shovel and smoothed to grade by hand or with trowels. Exposure of the underlayer to excessive pressure or compaction was carefully avoided. The row of stapods (each stapod weighed 10,000 1b on all test sec- tions) was positioned by hand on the bedding material or underlayer, depending on the revetment alternative. Armor stone cover layers were constructed using random placement; i.e., stones were individually hand-placed, but no inten- tional interlocking or special orientation was achieved. Test Setup Revetment stability tests 11. A typical revetment stability test consisted of subjecting the re- vetment and seawall test section to attack by waves of a given height and period for a specified time duration. The wave conditions, water levels, and time increments were determined by the hydrograph selected for testing. Test- ing time was accumulated in 30-sec (model time) cycles; i.e., the wave gener- ator was started, run for 30 sec, and then stopped. Use of this procedure ensured that the structures were not subjected to an undefined system of waves created by reflections from the model boundaries and wave generator. After 12 each 30-sec cycle, sufficient time was provided for stilling of the water sur- face before the next cycle was begun. During this stilling time, observations of the structure's response to the previous cycle were recorded by the model operator. These observations included any movement occurring on the structure and a general statement of the condition of the structure at that point in the test. Structural responses to the hydrographs were also documented by before- and after-testing photographs (Photos 1-30). Wave pressure tests 12. After an adequate revetment design was determined, the revetment test section was rebuilt. The seawall was then instrumented in preparation for the wave pressure measurements. 13. The first series of pressure tests for each seawall consisted of recording pressures at several locations along the face of the wall for vari- ous wave conditions and water levels. Because simultaneous measurements were made at several locations on the wall, the capabilities of the microcomputer system limited the sampling rate to approximately 200 samples per second. It was realized that this sampling rate could be insufficient to record the very highest peak pressures that occur in the millisecond range; however, SAW structural engineers indicated that the sampling range was sufficient for their needs because they did not feel the prototype structure would have time to respond to the high-frequency forces. 14, Pressure data were also taken on oscillograph records as a backup system to the microsystem. Results from the two different recording systems were cross-checked to assure the best possible measurements. 15. Ina typical test, the wave generator was first started. Three waves were then allowed to strike the structure. Between the third and fourth crests, pressure measurements were initiated. The microcomputer system stopped sampling 15 sec later and the wave generator was stopped 30 sec after it was started. The oscillograph recorded time-pressure distributions for all waves except the first three. After each 30-sec test, sufficient time was provided for stilling of the flume before the next test was begun. During this stilling time, water from the test flume was pumped over the face of the seawall to prevent thermal drift of the instrumentation located above the swl. 16. Results of this first series of tests were used to select the best overall seawall alternative. Following this selection, the four most critical waves that produced the greatest pressures on the selected seawall were chosen 13 and repeat tests were run in an effort to obtain sufficient data to perform a statistical analysis. Therefore, 100 waves of each condition were run and the corresponding pressures were recorded. These tests were performed in the same manner as described earlier; however, since the number of transducers used was reduced from 12 to 8, the sampling rate was increased to approximately 280 samples/sec. 14 PART III: REVETMENT STABILITY TESTS Selection of Test Conditions 17. Revetment sections were initially subjected to exploratory stabil- ity tests using the abbreviated (4-hr) storm-surge hydrograph (Plate 1). This hydrograph incorporated the most severe breaking waves with periods of 6, 8, 10, and 12 sec for each swl of +2.6, +4.3, +6.9, and +8.6 ft msl. Each com- bination of water level and wave period was tested for 15 min; thus, a total storm duration of 4 hr was represented. It was later decided that wave periods of 14 sec and possibly even 16 sec could occur along this reach of shoreline. With this in mind, testing was begun with the intention that once a stable design was achieved for the abbreviated hydrograph, the effects of longer wave periods would be assessed and included in a 13-hr storm-surge hydrograph. Subsequently, it was decided that because of the infrequent oc- currence of 16-sec waves, full revetment stability against their attack was not warranted; therefore, only 14-sec waves were included in the 13-hr hydro- graph (Plate 2). The most severe breaking waves which could experimentally be made to attack the sections for the selected wave period range (6 to 14 sec) were as follows: Wave Most Severe ' Wave Most Severe swl Period Breaking Wave | swl Period Breaking Wave ft, msl sec Height, ft ft, msl sec Height, ft +2.6 6 9.0 | +6.9 6 10.7 +2.6 8 nea +6.9 8 13.4 +2.6 10 11.0 | +6.9 10 IDoll +2..6 12 12.6 | +6.9 12 16.0 +2.6 14 12.7 | +6.9 14 16.3 +43 6 in.5 | +8.6 6 12.5 +4 3 8 13oll | +8.6 8 14.1 +43 10 12.8 | +8.6 10 1528 +43 12 Io ff +8.6 12 16.8 +43 14 Idol | +8.6 14 17.0 15 Plans Tested and Results 18. Revetment stability tests were begun with the vertical seawall in place and a total of four plans were subjected to the abbreviated storm-surge hydrograph before a stable design was obtained. Throughout this series of tests, it was found that of the 6-, 8-, 10-, and 12-sec waves, those with a period of 12 sec were the most severe in terms of revetment stability. 19. Common characteristics of all plans were the use of a toe elevation of -10 ft msl, 5-ton stapods, and filter and underlayer stone weights of 2 to 60 lb, and 150 lb, respectively. Also, armor materials seaward of the stapods were considered sacrificial and their movement was not considered in evaluat- ing the stability response of the various plans. Observations of this mate- rial during testing showed that this material was usually dragged downslope and did not physically impact the stapods. Details of the plans tested and general results are discussed in the following paragraphs. Plan R1S1 20. Plan R1S1 (Plate 3, and Photos 1 and 2) was constructed to a crown elevation of +4.5 ft msl, with the stapods resting on the 2- to 60-lb filter stone (We). Weights of the primary armor stone (W5) and toe-protection armor stone (W3) were 2.5 tons and 1.0 ton, respectively. 21. Exposure of Plan R1S1 to the abbreviated storm-surge hydrograph resulted in extensive damage with a large amount of armor stone displacement distributed over the structure; however, the stapods proved to be stable. Photos 3 and 4 show the condition of the structure after testing. Plan R2S1 22. Plan R2S1 (Plate 4, and Photos 5 and 6) was similar to Plan R1S1; however, the weights of the primary armor stone (Wo) and toe-protection armor stone (W3) were increased to 3.8 tons and 2.5 tons, respectively. In order to maintain the -0.8 ft elevation at the top of the 1V:1.25H toe slope, it was necessary to decrease the thickness of the filter stone (Ws) from 2.5 to 0.9 ft. The slope of the primary armor stone was increased to 1V:1.8H. The crown elevation of +4.5 ft was maintained. 23. The stability response of Plan R2S1 to the abbreviated storm-surge hydrograph was significantly better than that of Plan R1S1. However, this revetment design was still unacceptable due to excessive displacement of the 3.8-ton armor stone. The after-testing condition of this plan is shown in Photos 7 and 8. 16 Plan R3S1 24. Plan R3S1 (Plate 5, and Photos 9 and 10) was similar to the pre- ceding plans except the weight of the primary armor stone (W>) was increased to 4.9 tons. The greater stone size resulted in an increase of the crown elevation to 4.8 ft msl. 25. When subjected to the abbreviated storm-surge hydrograph, Plan R3S1 demonstrated improved stability as compared to the previous plans. However, as shown in Photos 11 and 12, the design was unacceptable due to excessive movement of the primary armor stone. Plan R4S1 26. Plan RYS1 (Plate 6, and Photos 13 and 14) was constructed using 6.3-ton primary armor stone (W5) placed on a 1V:3.5H slope. The crown elevation was increased to 5.0 ft msl and the elevation of the stapods was increased by placing them on the underlayer stone (Wy). 27. When subjected to the abbreviated storm-surge hydrograph, damage to Plan R4S1 was minor and the stability response was considered acceptable. Some armor stones shifted positions as they sought a more stable orientation and one 6.3-ton stone was carried seaward of the stapods. As waves struck the vertical seawall, energy directed downward had a tendency to force stone lying adjacent to the wall slightly seaward. Eventually some settlement occurred; however, the overall integrity of the section was not affected, and it was decided to subject this design to the full-scale storm-surge hydrograph. Photos 15 and 16 show the condition of the structure after testing with the abbreviated hydrograph. 28. Exposure to the 13-hr storm-surge hydrograph was initiated. Re- sults obtained were very similar to those observed with the abbreviated hydrograph. There was some minor damage due to stone displacement during the earlier hydrograph steps and again one of the primary armor stones was carried seaward to the toe area. The most severe problem resulted in a significant damage in the area adjacent to the seawall. Because of severe wave impact at the wall, forces directed down the face of the cutoff wall were able to grad- ually cause scour, settlement, and a seaward displacement of material at the seawall-revetment interface. This damage did not involve the displacement of individual armor stones; instead, the entire revetment section was moved slightly seaward as a unit. Photos 17 and 18 show the settlement at the wall, the wedge-shaped gap between the cutoff wall and the revetment, and the 17 seaward displacement of the entire section. This displacement is most ap- parent in Photo 18, when the altered positions of the stapods and the most seaward primary armor stones are observed. This problem is an inevitable con- sequence of fronting the vertical seawall with a stone revetment and subject- ing the structure to wave conditions of the severity described herein. After consultation with SAW, it was felt that this problem could not be resolved by changing the geometry of the revetment or by further increasing the armor stone weights. Therefore, revetment stability tests of Plan R4S1 were discontinued. Plan R4S2 29. The revetment portion of Plan R4S2 (Plate 7, and Photos 19 and 20) was identical to Plan R4S1. This plan differed from those previously tested in that the vertical seawall was replaced with a recurved seawall. Details of this wall design are shown in Figure 6. 26.2’ CONCRETE SEAWALL REVETMENT SeeTiIon CUTOFF WALL (PRESTRESSED CONCRETE SHEET PILE) Figure 6. Details of seawall curvature, Plan R4S2 18 30. Subjection of Plan R4S2 to the abbreviated storm-surge hydrograph resulted in minor damage. Two primary armor stones were displaced and several others shifted slightly in place. The stability response of this plan was considered acceptable. Photos 21 and 22 show the after-testing condition. 31. Following completion of the abbreviated hydrograph tests, the structure was subjected to the 13-hr hurricane storm-surge hydrograph. Again, an acceptable stability response was exhibited. Although several armor stones shifted positions slightly, none were displaced, and the functional and struc- tural integrity of the revetment was maintained. Photos 23 and 24 show the structure after completion of step 4, and Photos 25 and 26 show the condition at the conclusion of testing. Comparison of these photographs with Photos 21 and 22 indicates that very little change occurred during exposure to the 13-hr storm-surge hydrograph. Plan R4S3 32. After the determination that Plan R4S2 was an acceptable design in terms of revetment stability, there was some concern about the amount of over- topping observed with certain wave conditions. Discussions with SAW resulted in a proposed modification to the recurved seawall. For aesthetic reasons, it was felt that the crown elevation of the seawall should not be increased; therefore, the overhang at the top of the seawall was extended seaward by 2 ft as shown in Figure 7. 33. Plan R4S3 (Photos 27 and 28) was tested to determine whether the structural alteration would affect revetment stability and to compare the overtopping by visual observation. The revetment of this plan was the design which had proven adequate in Plan R4S2. 34. Exposure of Plan R4S3 to the abbreviated hydrograph resulted in no damage. There was some minor in-place rocking and shifting of several armor stones, but no stones were displaced. Further subjection of the structure to the 13-hr storm-surge hydrograph yielded similar results, and it was evident that Plan R4S3 was acceptable in terms of revetment stability. The after- testing condition is shown in Photos 29 and 30. 35. During the previous testing of Plan R4S2, significant overtopping was noticeable at the +8.6 ft swl with 12-see and particularly 14-sec waves. Although no quantitative measurements of the amount of overtopping were per- formed, visual observations indicated that Plan R4S3 significantly reduced the overtopping. 26.2’ EL. + 23.0’ CONCRETE SEAWALL ee er I CUTOFF WALL (PRESTRESSED CONCRETE SHEET PILE) Figure 7. Details of seawall curvature, Plan R4S3 20 PART IV: WAVE PRESSURE TESTS 36. Following the determination of an adequate revetment design, wave pressure tests were performed. The purpose of these tests was to provide pressure data necessary to determine the distribution of wave forces for a variety of wave conditions. Based on these data, the most suitable seawall alternative could be chosen and designed to withstand the corresponding re- sultant forces and ensure stability against overturning and sliding. 37. Tests were conducted at swl's of +2.6, +4.3, +6.9, and +8.6 ft msl for wave periods ranging from 6 to 14 sec. The most severe breaking waves which experimentally could be made to attack the test sections were investi- gated. In addition, selected nonbreaking and prebreaking waves were tested at swl's of +6.9 and +8.6 ft to provide a wide range of wave conditions on which the seawall selection and design could be based. Wave conditions selected for the wave pressure tests are given in Table 1. 38. Typical wave pressure oscillograph records for the seawalls and cutoff wall are presented in Figure 8. Wave pressure-time histories indicated that as a wave struck the seawall, it caused a shock pressure (or impact pressure) of large magnitude and short duration, followed by a secondary pressure (or surge pressure) of lesser magnitude and longer duration. Based on experiments conducted with a vertical wall, Bagnold (1939) theorized that these short-duration shock pressures resulted from the rapid compression of an air pocket trapped between the face of a breaking wave and the wall. This shock pressure phenomenon and its occurrence relative to vertical walls has been studied by several investigators (Minikin 1946; Carr 1954; Kamel 1968a, 1968b; Garcia 1968). As shown in Figure 8, wave pressure records for the sheet pile cutoff wall are of similar form except for the negative secondary pressures which cecurred during wave drawdown. Plan R4S1 Test Results 39. The first series of pressure tests was conducted with the vertical seawall in place. This plan was equipped with 12 transducers located at ele- vations of +22.0, +20.0, +18.0, +16.0, +14.0, +12.0, +10.0, +8.0, +6.5, +1.0, -1.5, and -4.0 ft msl. A profile sketch of this seawall showing transducer locations is shown in Figure 3. 21 aunjonu4s ay} uo BUTHeeuq SOAeEM JOJ Puoddeu swTq-sunssoud TeotdAy, *g sun3Ty TIVM 4SOLNS AHL NI G31V901 SYSDNAGSNVYL HOS GYOO3Y AYNSSAYd IVWOIdAL FYNSSAYd AYVGNOIAS FYNSSIYd AYVGNOIAS AANILVOAN JDVEAAV INILISOd JOVYIAV—]—__ = =] ot IYNSSIYd NVdd eae it GNODAS 1 TIVMVAS AHL NI G4LV901 SYSADNGSNVYL HOS GYOOSY AYNSSAYd IVWOldAL = , mI 4FYNSSIYd AYVGNOIAS JDVYIAV Be — FIYNSSIdd AVAd ~ lin, / 22 40. The structure was subjected to the 36 different water level-wave condition combinations shown in Table 1 and the corresponding wave pressures were recorded. A test duration of 30 sec was used, as discussed previously, and the number of representative waves for which pressures were observed ranged from 7 to 12 depending on the wave period. Results of the shock pres- sure tests are given in Table 2. Figure 9 shows one of the more severe break- ing waves impinging on the vertical seawall at an swl of 9 ie iWeil. 41. One of the most noticeable characteristics of these data is the variability in shock pressures for identical incident waves. The range be- tween the minimum and maximum shock pressures, especially for the more severe water level-wave conditions, was large. In order to provide a graphical pre- sentation of the wave pressure profile for each of the 36 conditions, a repre- sentative wave was chosen from the 7 to 12 available waves and plotted as shown in Plates 8-25. These figures indicate, with few exceptions, that maximum shock pressures occurred near the still-water level. The greatest pressures occurred at +6.9 and +8.6 ft swl with wave periods of 12 and 14 sec. 42. As expected, secondary pressures were much lower than the corre- sponding shock pressures and there was less variability in the secondary pres- sures for identical waves. Because of this consistency, the 7 to 12 secondary pressures measured at each location, for each set of conditions, were averaged and these data are presented in Table 3. The durations of the secondary pres- sures were also relatively consistent at approximately 2.5 sec (prototype). Plan R4S2 Test Results 43, Pressure transducers were mounted in the recurved seawall at ele- WACOM Of 2250, 2050, S150, 10.0, SV, 2I2.05 210505 33505 ciloW5 slaes and -4.0 ft msl. A profile sketch of this seawall and its 11 transducers locations is shown in Figure 4. 44, This structure was subjected to the same wave conditions used for testing the vertical seawall, and test results are included in Table 4, Fig- ure 10 shows a 14-sec, 11.4-ft wave impinging on the structure at an swl of +8.6 ft. 45. When compared with the corresponding shock pressures measured on the vertical wall, the magnitudes of shock pressures were substantially less with the recurved wall. Also, shock pressures recorded for consecutive waves 23 43 9°Q+ JO [TMS ue 4e (LShYy UeTd) TTEMEAS TROTIJUSA 9YQ UO AEM BuTHesUq 4J-h°L| ‘oas-t| e Jo yoeIWIWY "6 aun3Ty 24 45 9°Q+ JO TMS ue qe (2Shy UPTd) TTEMeaS PaAUNdeu |aUuq UO SAEM BuTHeeuq 4J-t°1| ‘oes-hL e& Jo yoerqIWy NOLLOV. SAVM eSeu NVId $2: FIVOS T300N AGNIS ALMIGVLS TIVAVaS SVUGLLVH adv) NOLLOV SAV. ZS NV Id 1-963), TIVOS 1300W AGNLS ALIMAVLS TIVMY aS. p SVUSLLVH advo 9) "OL eunsty NOILOV JAVM ZStu NV1d “9%+} FIVOS 1300W é Aanis ALLIIGVLS TIVMV3S °) SWWALLV dd V9 25) of the same conditions appeared to be less variable. Again, representative waves were chosen for plotting typical pressure distribution profiles. These profiles are shown in Plates 26-41. Those wave conditions for which there is no pressure distribution profile yielded negligible pressure records. The profiles indicate that maximum shock pressures occurred in two particular areas on the face of the seawall. One of these areas was near the swl, as had been observed with testing of Plan R4S1. The other region where maximum shock pressures occurred was near the top of the wall, in the area of the smaller radius of curvature. Again, the greatest shock pressures were observed at +6.9 and +8.6 ft swl with wave periods of 12 and 14 sec. 46. Results indicate that the recurved seawall did not significantly alter the magnitudes of durations of the secondary pressures when compared with results of the vertical seawall. Typical secondary pressures for the more extreme conditions were approximately 5.0 psi or less with durations of approximately 2.5 sec (prototype). The average values for the secondary pres- sures on the recurved seawall are listed in Table 5. Plan R4S3 Test Results 47, After pressure tests had been performed and analyzed for Plans R4S1 and R4S2, the most severe water level-wave condition combinations had been established; therefore, upon initiation of tests with the modified recurved seawall, some of the less severe conditions were eliminated from the testing sequence. Also, pressures on the cutoff wall were not measured with Plan R4S3, as it was assumed that. these pressures would not be significantly changed by modifications to the top of the seawall. It was also assumed that forces might be quite large on the underside of the 2-ft overhang, due to the role of the overhang in blocking wave runup along the face of the seawall. Therefore, a transducer was mounted vertically in the overhang section. Fig- ure 5 is a profile sketch of the seawall and transducer locations. A view of the instrumented face of the modified recurved seawall is shown in Figure 11. 48. Results of this test series are presented in Table 6 and Plates 42- 52. These results indicate no significant change in the intensity or duration of wave pressures on the seawall face, when compared with corresponding mea- surements from Plan R4¥S2. However, the vertical transducer mentioned above did record some relatively large shock pressures, the greatest being 75.25 psi 26 Figure 11. Sea-side view of instrumented recurved seawall face for a 14-sec, 11.4-ft breaking wave at an swl of 8.6 ft msl. Average second- ary wave pressures on the modified recurved seawall are listed in Table 7. 49. It was anticipated that further information concerning the magni- tudes and durations of the shock pressures would be needed to accomplish final design of the seawall. Therefore, in an effort to provide a temporal distri- bution of the shock pressures, further data analysis was carried out with test results of Plans R4S2 and R4S3. Pressure records for the 12- and 14-sec waves at +8.6 ft swl were reanalyzed at each transducer location, and nine data sam- ples, distributed as shown below, were obtained for each wave condition. Time Relative to Samole Peak, sec No. Model Prototype 1 -0.100 -0.500 2 -0.040 -0.200 3 -0.020 -0.100 4 -0.005 -0.025 5 Q.000 0.000 27 Sample No. 6 if 8 9 Time Relative to Peak, sec Model Prototype 0.005 0.025 +0.020 +0.100 +0.040 +0.100 +0.100 +0.500 Since the maximum pressures at each transducer rarely all occurred at the same instant in time, the choice of peak condition, or time zero, was subjective. In all cases, that instant at which maximum pressures were occurring at the greatest number of cells was chosen as time zero. 50. Results of this analysis are presented in Tables 8 and 9 and Plates 53-100. These data reinforce the fact that the shock pressure phenom- enon is characterized by impulsive loadings and that, especially under extreme wave conditions, the pressure distribution profile can change drastically in a very short time. 51. Comparison of corresponding temporal distributions for Plans R4S2 and R4S3 does not indicate any significant effects due to the difference in the geometric shape of the modified recurve; however, pressure distribution profiles for Plan R4S3 generally show slightly greater pressures near the top of the seawall, due to concentration of wave energy in that area by the 2-ft overhang. 52. On completion of testing, results indicated probable selection of the modified recurved seawall as the most suitable design; however, because of the previously mentioned variability of the shock pressures, SAW requested that additional wave pressure data be collected. Pressures were measured for 100 individual waves (instead of the previous 7 to 12 waves) for the two most critical breaking wave conditions at wave periods of 12 and 14 sec and +8.6 ft swl. This provided sufficient data to allow the execution of a simple statistical analysis. 53. the results of this additional testing are included in Tables 10 and 11. During this test series, provisions were made to increase the sam- pling rate to 280 samples/sec. This provided a more comprehensive temporal distribution of the wave pressures. Although all pressures for the individual waves listed in Tables 10 and 11 did not occur at the same instant, the time interval over which the maximum pressure occurred at all eight transducers never exceeded 0.43 sec in the prototype. These data again show variability of the shock pressures for consecutive waves of the same conditions and clearly indicate that the maximum pressures occur at the top of the modified recurved seawall. Secondary pressures were consistent throughout the tests. Maximum secondary pressures occurred near +8.6 ft swl and demonstrated typical magnitudes and durations of 5.5 psi and 2.5 sec (prototype), respectively. 28 54, 55. PART V: CONCLUSIONS AND DISCUSSION Conclusions Based on the test results reported herein, it is concluded that: a. In regard to revetment stability testing, for the abbreviated and (1) (2) (3) Io (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) Results full-length storm-surge hydrographs: Plans R1S1, R2S1, and R3S1 are not acceptable revetment designs. The revetment design incorporated in Plans R4S1, R4S2, and R4S3 is acceptable. Of all wave periods investigated, the 14-sec waves are the most severe in terms of revetment stability. In regard to wave pressure testing: Wave pressures observed with the vertical seawall in place were greater than comparable pressures observed with either recurved seawall in place. Wave pressures measured on the cutoff wall decreased when the vertical seawall was replaced by the recurved seawall. Highest wave pressures were observed at +8.6 ft swl. Shock pressures measured on the vertical seawall for ap- parently identical waves were extremely variable. The variability of shock pressures for seemingly identical waves was reduced with the recurved and modified recurved seawalls in place. With the vertical seawall in place, the greatest shock pressures were measured near the swl. With the recurved seawall in place, the greatest shock pressures were measured near the swl and near the region of the smaller radius of curvature. With the modified recurved seawall in place, the greatest shock pressures were measured on the lower face of the 2-ft overhang. Wall geometry had no significant effect on the magnitude or duration of the secondary pressures. The modified recurved seawall was the most suitable design tested in terms of minimizing pressures on the face of the wall and reducing runup and overtopping. Discussion of this model study indicate that Plan R4S3 is the most 29 suitable design of all alternatives tested. The revetment section with its 6.3-ton primary armor stone demonstrated a favorable stability response when subjected to the most severe wave and water level conditions expected in the prototype. Also, there was no indication of problems related to the inter- action and combined stability of the seawall and revetment. The seawall cur- vature proposed by SAW was found acceptable in minimizing wave forces when compared with the vertical wall; however, a structural modification to the crown of the recurved seawall was included in the final design. This modifi- cation eliminated wave overtopping for all but the most severe water level and wave conditions. 30 REFERENCES Bagnold, R. A. 1939. "Interim Report on Wave-Pressure Research," Journal, Institution of Civil Engineers, Vol 12, No. 7, pp 202-226. Carr, J. H. 1954. "Breaking Wave Forces on Plane Barriers," Report E-11.3, Hydrodynamics Laboratory, California Institute of Technology, Pasadena, Calif. Garcia, W. J. 1968. "An Experimental Study of Breaking Wave Pressures," Re- search Report H-68-1, US Army Engineer Waterways Experiment Station, Vicks- burg, Miss. Hudson, R. Y. 1975. "Reliability of Rubble-Mound Breakwater Stability Models," Miscellaneous Paper H-75-5, US Army Engineer Waterways Experiment Station, Vicksburg, Miss. Kamel, A. M. 1968a. "Shock Pressures Caused by Waves Breaking Against Coastal Structures," Research Report H-68-2, US Army Engineer Waterways Experiment Station, Vicksburg, Miss. 1968b. "Water Wave Pressures on Seawalls and Breakwaters," Research Report 2-10, US Army Engineer Waterways Experiment Station, Vicksburg, Miss. Minikin, R. R. 1946. "Pressure of Breaking Waves," The Dock and Harbour Authority, Vol 26, pp 262-266. Stevens, J. C., et al. 1942. 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Gee O° I+ G*9+ Bt OT+ CI+ vit 91+ Sit Oc+ Cot “ON ay ‘uOT}eAZTY pe eoTpuy ye *‘Tsd ‘sinssetg yous DABM (pepntTouo0D) Z eTdPL Table 3 Pressures on Vertical Seawall, Plan R4S1 for Indicated Elevation, ft si, Average Pressure, Incident Wave wl Ss hit =4.0 T2050 LBW OO FAO PI2.0 TIO. s3o0 T6645 Fl6O Sls +22.0 Wave Form fate x * Breaking Breaking Breaking 9.0 ibs tl 2 8.0 * king 125 (6) Brea L260 353} 353) 33} 353) Breaking His 5) 6.0 8.0 10.0 +453 3353) 3353) 2.9 2.6 Drei 0.3 0.3 Oo3 0.4 0.4 1.4 0,3 135 il 3353) 3.4 3.9 359) 3.8 35 7/ 353} 3io il 0.3 0.3 O63 0.3 0.4 0.5 0.4 0.9 Breaking Breaking Breaking 12 1.0 2.0 Doll 2.4 hod 1.0 Iho S) O53 Lod L200) Bats} 3.4 0.7 0.5 0.3 351 14.0 2.6 2.0 1.8 os) 2.1 Lod} 23 0.4 0.4 0.4 0.3 0.7 0.8 Bo ll 0.4 0.7 Breaking Breaking +6.9 Joe 4.4 4.3 4.7 bo 7/ 3o Il 55) Del 0.6 0.5 Lo 2 Pots) 0.6 0.3 13.4 8.0 10.0 3.6 39 358) 357 4.5 3.9 4.1 1.0 0.4 Nonbreaking Nonbreaking Breaking 14.0 3.0 3.4 Ore) 0.4 OFW/ 14.7 10.0 4.5 2.8 0.7 Lo J 10.0 4.0 4.7 USS) 4.5 ls 2 Dot 2.6 3o5) 2.4 2.8 3.8 1.4 1.0 toe to 3 0.5 0.8 OFS 0.9 O.9 Nonbreaking 12.0 12.0 G2 4.8 Nonbreaking .0 16.0 4.3 4.1 4.8 4.6 4.5 4.4 4.5 0.6 king Brea 1250 4.5 5.0 3}55) 4.0 2.8 Prebreaking I 3o 3 1250) 4.8 0.7 0.6 oreaking Nonbreaking Breaking 1 Non L260 14.0 fos 0.8 0.6 14.0 14.0 Lo tod 0.8 Lod 0.8 Oo 3 14.0 2.8 3.0 4.0 4.9 Do? ol) Bg = AG 7/ 1.8 Prebreaking 0) lit 2 14.0 (Continued) Negligible. * Table 3 (Concluded) -4.0 -1.5 HOMO) + 8hOm +625) 0 for Indicated Elevation, ft Average Pressure, i +18.0 +16.0 +14.0 +12.0 sec ft Wave Form +22.0 +20.0 Incident Wave swl ft +8.6 65) 2.4 Doo Sok Drea Dab 365) 3.0 39) 4.3 4.3 lot 2.8 33d lod Dod Joal 0.9 0.3 0.8 0.4 0.9 0.3 0.4 0.6 0.4 0.8 0.6 Breaking Breaking 12.5 14.1 6.0 8.0 10.0 Soe 1.6 2.6 a3 2.8 3.0 do) Dots 4.5 Sots) 4.0 4.3 4.0 4.2 1.8 1.4 2.0 L565) Boll 1.1 059) Nonbreaking Nonbreaking Breaking 12.1 2.0 360 3.0 3.4 Bots) oll 0.9 14.8 10.0 3.9 4.3 4.0 4.3 hah 4.4 4.7 3.8 4.2 3.4 3.3 1.7 1.8 1.6 1.8 0.9 0.4 0.9 15.8 10.0 3oO 309) DZ 1.0 0.9 Nonbreaking Nonbreaking Breaking 12.0 14.0 12.0 4.4 Holl 3.8 WoO hod hed 4.7 3.8 352 G9) 1.9 ot 12.0 3.6 od 4.4 550 5.0 4.7 3.9 4.3 3.4 0.9 1.0 1.1 Io) 1.0 Ike) 16.8 12.0 Jo il 4.7 5.6 ow) 359) 500 4.6 3.6 Aer Boo) 359) 365) 4.4 1.8 2.7 1.1 Prebreaking Nonbreaking Nonbreaking Breaking 16.0 12.0 14.0 12.0 4.9 Soil gD) Doe) 2.6 ey) 1.1 14.0 4.5 4.6 4.7 359) 4.6 4.1 2.6 352 Die. 3.1 14.0 4.8 4.4 4.9 4.7 5.6 5.4 5.6 55 7/ 5.4 1.4 3) 17.0 14.0 4.7 5.0 4.0 1.4 Prebreaking 1.6 2.6 2.6 1 14.0 (€z JO [ 3924S) “OTQTSTTSON x 0S°+ 00°? 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Gov Gc°? 00°” GL°8 00°? 00°” 0S°# GL°Y 0S°4 00°€ LEAS B°e Ons Svs Bre Bre Og 6°€ 6°€ LG GL°E 00°” 00°” GL°S 00°” GLE OS*? GLY OS *? O0°Ee Go°V SG) GL°E GL°8 GL°E GL°E GL°E 00° Go°” GILG GL°E 00°7 SLE 00°S GEMS GLE 00°” Aa) SG oY) O0°E OS *€ OS *€ OS°E€ OS*4 GLE 00°” 00°? Gils GCE 0S*Z 00°” GL°E GL°E GLY GLE GL°E OS°E€ OSE S6S 0S°Z GCE Gre GcZre 0s*” GLE GLE GL°E 00° 7 00° GEG OSE GL°E OS°E 00°S SILAS OSE 00°” 00°” GLE 0S °C a OCC SH Loos Ci a. Say O°9 Ss Tas Gc°s 00°? 00°? 00°9 SEY 00°S GEES) OS°*S GGaS 00° Gc°6 0S °9 Gc °9 SG G9 SGL 0S°8 GZ °6 0S °6 OS *Z 8°9 US 0°sS WY) O°S B°S Q°Q les Gals YG 00°9 SG) OS*? 00°9 SG S OS °S GES OSS SCS 00° GS SG-W SG 00°9 Gc'S GG 8.75 8.50 7.00 55.25) 4.25 5525) 3 O25 LA. 7/5 Tot To25) 7.00 5625 ADS 6525 4 13525 8.25 8.50 8.25 7.00 6.25 G25 56 25) 5 7.00 9.00 12.00 VolS 7.00 55 25 4.25 6.25 6 8525) S35 7/5) 8.50 3. D5 7.00 525 Lg DS) G525 7 9.25 6.75 71525 6.50 7/300 5625) 4.25 8.50 Avg Oye 9.2 8a) 750 6.9 55 2 foil 6.3 Max 13,25 14.75 12.00 8.50 7.00 6.25 Ne 25 8.50 Min 7.00 4 7/5 Oo 7/5 6.50 6.00 Bs D5) 3.00 5525) (Continued) (Sheet 1 of 8) Wave No el 1 * 2 * 3 * 4 * 5 * 6 * 7 * Avg Max Min 1 6.00 2 6.00 3 4.00 4 9625 5) 5.00 6 4.00 7 6.00 Avg 5.8 Max 9.25 Min 4.00 IL 6.00 2 6}, 25 3 6.00 4 4.00 5 5.00 6 4.00 7 6.00 Avg 5.6 Max 8.25 Min 4.00 * Negligible. Table 6 (Continued) Shock Pressure, psi, at Indicated Elevation, ft +20 +18 +16 +14 at12 _ swli= 6.9 pty rt = l2isecs WH = ei2 30) £t Ar AU AUN = eee i6 ge ek emayes. 8 (=) je) Nh NM MH NHN NW PP si \e), * (olrke are: (0 —S mn (Continued) ODwoeUWr ran eo) o Maan aru Ciiclmmetegeveieue: ie So io) = 12 sec; H = 16.0 POO Cit eel ie i) n +10 fou 4.25 25 i 25) Hh 5: 4.25 A725) Ui 225: 520 4.25 6a) bn 2S 54 25 Ms 725) D6 25) 4,2 4.8 Lis 75) 55 25 4.25 hg 25, Mi 125) 10.50 A, 2S) 6.25 5625 5 25 4.25 6.25 5 25) Lil, 50) 5625 To2S 11.50 A/S) 56 7/ 9.0 Hil, 50 14.75 by D5 6.25 2.00 56 25 Lo 25 6525 1.00 625) 1.00 5525) 0.75 8.50 1.00 6425 0575 16.75 oll 7.6 2.00 16.75 W575 B55) (Sheet 2 of 8) NOU PWN E Avg Max Min NOON WHE Avg Max Min NDUfW NE Avg Max Min Table 6 (Continued) Shock Pressure, psi, at Indicated Elevation, ft +21 +20 +18 +16 +14 +12 cll = O69) mies Ww ST Beer ih SS sos tee R25 Te25) 10.50 8.25 9.00 6.25 10.25 9.50 9.25 9.00 11.00 8.25 PB25 12.00 11.75 11.50 9.00 9.25 WAG AS Wilks 7S) 12.00 13.00 10.00 W525 14.25 oe 13.25 57/5) 15.75 11.25 14.25 12.50 11.25 9.75 9.00 7625 18.25 15.50 13}5 25) W335.7/5) 12.00 5 25) 1S ee7, 12.9 11.6 11.4 10.8 8.2 18.25 oe) B25 14.75 533 7/5) 25) 10.25 9.50 9.25 8.25 9.00 6.25 swl = 6.9 ft; T = 14 sec; H = 12.0 ft 6.00 5.75 5675) 56/5) 5.00 3.00 5.00 5675) 6.00 Dev25 4.00 3.00 5.00 5625) 5.25 525) 4.00 3.00 6.00 6.00 6.00 S25 7.00 3.00 5.00 S675) D525) 5525) 3.00 3.00 7.00 6.00 5625) 5625 4.00 D625) 6.50 5.00 5525 13.00 6.00 3.00 5.8 Do oD 6.4 4.7 3.3 7.00 6.00 6.00 13.00 7.00 DZD 5.00 5.00 5625 5) 5) 3.00 3.00 swl = 6.9 ft; T = 14 sec; H = 14.0 ft 8.25 Po2D 6.50 7.00 6.00 4.25 10.25 7.50 6.75 7.00 6.00 5625) 7.00 Uo 25) Teed 6.00 6.00 5525 835 25) 7.00 6.00 6.50 5.00 4.25 6.00 5.50 12.00 11.00 6.00 6.25 7.00 6225 55 25) 10.50 10.00 6e25 8.25 7.00 12.00 Do 5 4.00 4.25 7.9 6.8 8.0 Toll 6.1 Holl NOR2Z5 7.50 12.00 11.00 10.00 6.25 6.00 5} 5y0) D525) SD 4.00 4e 25 (Continued) +10 +8 6.25 Vo25 13.50 8.50 10.50 14.75 6.25 9.50 10.50 28.25 9.50 11.50 10.50 9.50 9.6 12.8 13250 28.25 625) T0253 4.25 36.75 3.00 13.75 i 25) 1387/5 5e25 WAG 5S 3525 D5}; 25) 5 25) 725 4.25 20.00 BS) 18.8 55 25) 36575 3.00 Uo25 9.50 LS, 7/5 4,25 525 5525 757s 3.00 LiL KO) 6—25 21.00 4.25 WeTS Vo2S 40.00 55 7/ 18.4 9.50 40.00 3.00 5525 (Sheet 3 of 8) Table 6 (Continued) Wave Shock Pressure, psi, at Indicated Elevation, ft No. +21 +20 +18 + UGE +14 +12 +10 +8 swly= 609 sfts Ty= W4secs He= ons rt l 9.25 9.50 8.75 8.50 7.00 6.25 VU 2E 10.50 2 5 25s 9.75 8.50 825) 6.00 D6 245) 5 225) 50 3 10.25 9.75 8.75 7o5 7.00 4.25 35 25) S56 7/5) 4 25 10.75 8.50 8.50 6.00 4.25 6.25 11.50 5 10.25 9.25 8.00 8.50 7.00 By 25) BG 248, Gio 7/5 6 10.25 8.50 Hod 6.50 6.00 6525) 5625) RY 2S 7 7.00 Ta 27.50 10.50 5.00 6.25 8.25 S150 Avg 9.9 52 Hike A 8.4 6.3 Sr 6.1 7 Fe Max 25 10.75 27.50 10.50 7.00 65 25) 8.25 31.50 Min 7.00 Vo2D ToD 6.50 5.00 4.25 5.25 10.50 dl = O59 wes We We pees isl S Wie ste iL 18.25 1525 13.75 12.50 10.00 8.25 25 47.25 2 125 14.75 12.50 12625) il OO) 9.25 12.50 S150 3 16.25 14.75 13.00 12.50 9.00 7.25 12.50 Wold 4 183 2S 14.75 13.00 125 25) 10.00 Vo 25 9.50 S¥An 7/5) 5 15525) 13.25 12.00 11.00 9.00 To2d W525 5) 1/5 6 115), 25) 13575 12.00 13.50 12.00 Vo25 11.50 110.25 7 13}, 25) 10.50 9.25 9.00 8.00 6.25 5, 25 32,50 Avg Ge 2 1359) 252 11.9 9.9 7.5 955 50), 1! Max 18.25 i, 25) 13.75 13.50 12.00 9.25 12.50 IO), 2S} Min 1335 25) 10.50 9.25 9.00 8.00 Go 25 5.25 5S 7/5) Sil S G60 ses WS 10) SECS Bl = Wes il arte iL 3.00 3675 B25 35 7/5) 4.00 4.25 4.25 9.50 2 6.00 5.00 5) 5.00 5.00 5e25 4.25 5525) 3 7.00 4.00 4.00 4.50 5.00 Lh D5) by. DS} 525) 4 5.00 4.50 4.50 5, 25) 5.00 by DS) 4.25 5525) 5 5.00 4.75 4.50 5) 25) 6.00 4.25 Ht D5) 5625) 6 5.00 5.00 5. 25 5.25 6.00 5) 4.25 SZ 7 5.00 4.25 4.75 36 7/5) 5.00 4.25 Hs DS) 5525 Avg 5.1 4.5 4.4 4.7 5, il 4.4 G2 5.9 Max 7.00 5.00 5625) oes) 6.00 525 hy D5 9.50 Min 3.00 3657/5 3525) 36 7/5) 4.00 4.25 4.25 Big 25) (Continued) (Sheet 4 of 8) Table 6 (Continued) Wave Shock Pressure, psi, at Indicated Elevation, ft No. +21 +20 +18 +16 +14 all +10 +8 swl = 8.6 ft; T = 10 sec; H = 14.8 ft 1 9.25 6.75 6.75 6.50 6.00 6.25 3.00 6.25 2 Ws 25) 10.25 10.00 9.25 8.00 Vo25 D5 ZS) 525 3 8.25 Oo, /5) ous odd 6.00 6.25 4.25 6n25 4 8.25 U525) 7.25 7.00 7.00 4) 4.25 6.25 5 14.25 Oo 7/5 Use> 7.00 7.00 To 23) v5 225) Vo2S 6 9.25 Go 2 UsUD 7525 7.00 6.25 4.25 5.25 7 35 25) Vous JolS 7.00 7.00 6.25 4.25 525 Avg 10.0 Yol oS 7.4 6.9 6.5 4.2 6.2 Max 14.25 10.25 10.00 Cs) 8.00 Vol 55625 To25) Min 8.25 6.75 O75) 6.50 6.00 6e25 3.00 56 25) swl = 8.6 ft; T = 10 sec; H = 15.8 ft 1 11.25 1LO525 10.00 9.25 7.00 T3525 5.25 5525 2 ISR25 11.00 11.00 9.75 10.00 8.25 7.25 Vo 25) 3 9.25 IeUD 8.50 8.50 7.00 V5 23) VsZ3 To2 4 10.25 Ve75) 10.50 57/5 9.00 8.25 T5625 6.25 5 7.00 19.00 Lit OO) 8.25 8.00 75625) 525) 7525 6 9.25 10.75 91.25 8.50 8.00 T525 6.25 O25} 7 7.00 ToU5 10.00 TofS 7.00 G25 5625) 5,25) Avg 8.6 10.9 10.0 8.8 8.0 7.4 6.4 6.4 Max L336 25) 19.00 11.00 97/5 10.00 8.25 625 7625 Min 7.00 od 8.50 oS 7.00 6.25 3625 56 25 Sul Ss Bo wes WS 12 seee il S ao ie 1 4.00 4.25 4.75 5.00 5.00 4.25 By. 25) 3525) D 5.00 KS) Be 7/5) 4.50 5.00 Ly 25) be DS 35 25) 3 6.00 5.00 Be 25) 4.50 5.00 4.25 4.25 by DS) 4 6.00 5/5) 4.50 4.50 5.00 by, 25 By 25) Bo DS 5 5.00 5.00 4.50 4.50 4.00 Ly D5) 4.25 4,25 6 3. OO 3}5 25) 335 25) Do IS) 4.00 4.25 Les 205) DY 25) 7 4.00 4.00 3675 Be 7/5 4.00 Be, 25) 4.25 A. DS Avg 4.7 4.4 4.4 4,2 4.6 hd 4.2 752 Max 4.00 5.00 5,25 5.00 5.00 Gi D5) LDS) Di) > 25) Min 3.00 3.25 3425) De Wd 4.00 4.25 By D5) 3525 (Continued) (Sheet 5 of 8) Wave No. NOW HWN Avg Max Min NOON PWN Avg Max Min NOU HPWH Avg Max Min Table 6 (Continued) Shock Pressure, psi, at Indicated Elevation, ft at20S E20 ES EI a ee ee Swill = 18 60Gb ul =) 2) sees y= a4. OMfat 9225) 7.00 Toes 6.50 8.00 6.25 4.25 5)6 7/45) 8.25 6.50 6.00 56 US 6.00 25 4.25 Do 25 7.00 6.00 6.50 6.00 7.00 6.25 6.25 12.50 7.00 Jo 1/5) 5)5 25) 5.00 7.00 25 50 8.50 7.00 6.75 6.50 Do I/D 5.00 D525 335,510) 9.50 7.00 56 25 4.50 8.25 7.00 Doo tS) 55/5) 8.50 S25 Uo2d) 6.50 5.75 5.00 41.25 16.75 10.50 7.8 6.4 6.1 6.1 6.4 Lez 10.3 8.6 525 lie2o Io) 8.25 8.00 vil 5 25) 5 7/5) 2 5X0) 7.00 545) 4.50 5.00 5.00 5.25 4.25 3) 25) swl = 8.6 ft; T = 12 sec; H = 16.8 ft 14.25 10.75 9.25 8.50 9.00 6.25 6.25 6.25 133525) Lae 25 16.25 12.25 9.00 6.25 10.50 11.50 2) 1) 10.00 16.25 7.00 8.25 23.00 iil, 50) 14.25 Lis 7S 9.75 13.75 8.00 18.50 15.50 9.50 20.25 20.50 20.50 16.25 Lo 7D 17.50 20.75 725 50) 12525) 13.50 13.00 16.25 17.75 29.00 0S}, 7/5) 125) 235 50) 18.00 15.00 16.25 15.75 16.50 12.50 10.50 No /7/ 3369) 13.4 14.2 12.0 14.6 15.3 10.6 23.50 20.50 20.50 16.25 Lo 75 29.00 23.00 12.50 12525 10.75 9.25 8.50 7.00 Oo 25 6.25 6.25 SHS Go Dice WS Ue sees Jel = NO. ee 20.25 16.75 14.50 13.50 12.00 8.25 6.25 6n25 Zs 25) 17.50 14.50 12.50 13.00 1625 9.50 10.50 23.50 21.50 L525 4 2S) 18.75 25 2S) 5 25) 21.00 25) 510) 29 SO 19.25 18.25 NOs 7/5 Ths 25) 25.00 Lo IS 56.00 29)5 25) 27.00 24.75 16.75 15.50 11.50 10.50 34.50 26.25 25.00 21.50 IO, 7/5 17.50 Oo 7/5) W275 50) 28), HO) 20.00 AN 25 So 7/5) Be 15 12), 7/5) 25.00 9.50 30.1 21.4 19.8 L766 L7/s5 L350) 7/3 12.6 56.00 26.25 27.00 24.75 28.75 I) 7/5 BY 5 LS 21.00 20.25 16.75 14.50 12.50 12.00 525) 6.25 (5 25) (Continued) (Sheet 6 of 8) NDU PWM FE Avg Max Min NOON HE WNY rE Avg Max Min Table 6 (Continued) Shock Pressure, psi, at Indicated Elevation, ft et 2k reece OLS A UC tel OPN EAE eI LOL eRe Swill NSO tele = 4S een Hes ile2rs Olek 1625 VolS 6.75 I625 7.00 6.25 5625 4.25 13525 335 /D) 8.50 Vo US 8.00 WoZs) 625 5525 25 9.50 8.75 oS 7.00 6.25 15.50 6.25 3525) 10.25 8.75 Vo2d 8.00 6.25 6.25 6.25 L625 9.50 8.50 Us2> 7.00 6.25 Da25 5525 12. 25) 9.00 TodS Vo25 6.00 525) 5525) 2D 126 2S 8.50 ods 6.50 7.00 5625 9.50 5625 12.4 9.0 8.1 Tied Yor 6.2 Vo Boh 13925 10.25 35 U5) Lols 8.00 VoL) 15.50 6.25 125 Voll 6.75 6.50 6.00 6 25 Dos 4.25 Gil So wes WS WA sacs jl Ss ASO see 15), 25) io AS 11.00 10.25 11.00 8.25 16.75 Tel) Si) 12.00 10.50 9.75 10.00 7.25 625 6.25 W225 ILO 25 525 8.25 8.00 To25 S22) Nao 7/5 12.25 O25 625) 9.00 9.00 5 25) 15.50 26.25 LN, 25 10.25 9575 9.00 9.00 To25 T5285 6.25 15,525 i 52S 10.00 9.25 9.00 525) 6.25 5525) 12525 9.75 525) 8.50 8.00 36 25} 56 2D 59 25) Sof 10.8 959) ol Doll 8.0 2S 10.2 15625 12.00 11.00 OR) 11.00 9.25 32525 XS 25) Ne2'5 9575 525 8.25 8.00 To25 5625) 55 25 swl = 8.6 ft; T = 14 sec; H = 17.0 £t D2 OS 50) I 56-75 A25 14.00 25 10.50 10.50 DD. OS) 5j50 335 25 N25 25 12.00 9.25 550) 550) 18.25 525 14.50 S50 13.00 L335 510) 10.50 10.50 7/625 5} 25 14.00 13.00 14.00 250 9.50 10.50 18.25 S25 14.50 13.00 13.00 10.25 9.50 9.50 14.25 25 25) 12.00 NOS 50) 10.00 9.25 55,0 10.50 15.25 11.75 11.00 LO. 25 10.00 )5 25) To25 5525) 18.2 14.7 13.6 12.4 253} 10.8 HOSS} 55) ol DS) N76 50 L335 7/5) NAGS) 14.00 13.50 15,50) 10.50 14.25 hile 7S 11.00 NOR25 10.00 9), 25) T5625 6 25) (Continued) (Sheet 7 of 8) NOW Wh Avg Max Min Table 6 (Concluded) Shock Pressure, psi, at Indicated Elevation, ft +21 +20 +18 +16 +14 +12 +10 +8 swl = 8.6 ft; © = 14 sec; H = 11.4 £t 26.50 22.00 19.75 18.00 H/o 7D 14.50 12.50 10.50 33}5 0) 25.50 DS Us) Die 25 I 75 16.50 I3)5 3X0) 3) 7/2 44.75 32.50 30.25 26.75 24.75 18.50 15.50 35 7/5) Io 22 32.00 41.25 34.25 ol 20.75 18.75 So VS 3575 32.00 29.00 26.50 23.75 18.50 15.50 W365 Vere) 0) 21.00 19.00 18.00 15.00 13.50 12.50 10.50 26.50 22.50 21.00 18.75 29.75 15.50 N72 30) 10.50 38.8 26.8 26.3 23.4 22.6 16.8 14.7 12.6 UDo2D 320 D0) 41.25 34.25 2). 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SL OS*S Gc°S GLY, OSE SES GCG 0S°0 00S “0+ GL°Y Say, OS*+ SG tL SL -9) SE°Y) Sao GL°9 GSc°9 GcS 00°T 002 * 0+ OS*S GL°S OS*S GEYL Glwe 00°8 Giese G7 °6 0S°6 00°6 0S°0 OOT*O+ SG ey) SIL) OSm9 00°6 Gc 6 OS*OT SG Gl OS “VT SES) SEO Gc°0 GcO0°O+ Gc°9 0S*9 00°9 GL 56 00°OT SG wil SGaci SL Slt SL/L 0S *8T 0S°0 eed 00°9 0S °9 Gc°9 GL°6 GL°6 GL°OT SE GU OSES SG LI GL°LT OS*T SGO~O= S69) 00°9 GLeS G68 00°8 Gel 0S°6 OS*TT OS*T 00°0 SZ°O OOT*O- 00°9 Gc°9 00°9 GGL GES 00°E SG 00°0 00°0 0S*0O SL°0 OUGHOs SG2Y SG W SEY SG G 0S°0 00°T 00°T Gc°0 0S*0 0S°0 SL°0 00S *0- 1F O°LT = H $998 YT = L #33 9°Q+ = TMs ORS Grille Omit 8+ OI+ Gllsr Alias 9+ 8I+ Oc+ GG Vo) JJ SUOTLeEASTYA po eoTpuy ye ‘tsd ‘Saainsseig sAeM yeeg oF SATIET OH out, (PEPNTIU0D) 8 eTqeL Table 9 Instantaneous Wave Pressures on Modified Recurved Seawall, Plan R4S3 Time Relative to Peak Wave Pressure, psi, at Indicated Elevation, ft sec +21 +20 +18 +16 +14 +12 +10 +8 SWL= "860k ts k=l 2esiecsia a= ml 26 Ol ft -0.500 0.75 0.25 OF 1.00 1.50 1.00 12.6; 725) 4.50 -0.200 -0.25 1.50 1, (45) 3.50 3.00 3525 335 S10) 50 2S -0.100 2.00 3.50 4.25 4.25 4.00 3of/D 36 7/5 Do 25 -0.025 4.50 4.50 4.75 4.50 4.25 4.00 4.25 Bo 25 Peak 5.00 4.50 4.50 4.50 4.25 4.00 4.50 35 2D) +0.025 4.25 4.25 4.25 4.00 ve 25) 3.50 4.00 5.00 +0.100 3.00 3.50 3.25 3.75 4.00 30D 4.00 5.00 +0.200 2.00 Be PS) BoD 3.50 BoU5) 36 VD Hs 25) 5)5 25) +0.500 0.50 1.00 2.00 2605 36/5 4.00 4.50 5625 swl = 8.6 ft; T = 12 sec; H = 14.0 ft -0.500 0.50 0.25 1.00 1.00 1.50 0.00 DoS 6.00 -0.200 -0.25 2.50 3.75 5.50 oo Y/5 4.00 4.50 5505) -0.100 Zo 1/5) 5.50 5.00 5550 55 25 4.25 i 1/5) 56/5) -0.025 6.25 6.50 6.25 6.00 5.50 i 5) Ho YS 6.00 Peak 6.75 6.50 6.50 6.25 6.25 5525 5.50 Ga25 +0.025 Oo25 6.50 5245) 6.00 6.00 5.00 56 2S 6.00 +0.100 3}5 7/5) 4.75 5.25 5), 1/5) oD Dees) 5.25 6.00 +0.200 Ds ZD a2) v5 725) 4.75 5.50 5625) 5.50 6.00 +0.500 0.25 hg 25) 2.50 3.00 4.50 4.75 5.00 6/5 swl = 8.6 ft; T = 12 sec; H = 16.8 ft -0.500 0.50 G25 1.00 0.75 OF25 225) 25 1.50 -0.200 18.50 6.50 0.50 7.50 OR2Z5 2.00 1.00 3.00 -0.100 ORS 3.00 7.50 16.50 11.50 10.25 7.50 8.25 -0.025 11.50 12525 Lil, 25) 10.50 8.50 6750 6.50 Vo2D Peak 11.50 8.25 6.00 6.75 ToD 13.50 19.25 13.00 +0.025 6.50 155) We 7/5 IoD 133525) 125.7/5) Wl 25} 9.75 +0.100 6.00 PodS Told 11.50 7.00 85 7/5 W525 7.50 +0. 200 D525) 3575 5.00 5)5 50) 55 7/5) 5.50 6.00 6.50 +0.500 0.50 Le25 2.50 3.50 4.50 by 25) 5.50 6.00 (Continued) (Sheet 1 of 3) Table 9 (Continued) Time Relative to Peak Wave Pressure, psi, at Indicated Elevation, ft sec +21 +20 +18 +16 +14 +12 +10 +8 swl = 8.6 ft; T = 12 sec; H = 16.0 ft -0.500 -0.25 OW 0.25 6125 0.00 he 7S) OFM ORS) -0.200 0.00 3.00 0.75 625 0.00 1.75 0.75 0.75 -0.100 1.00 0.00 8.75 6.00 1.75 5od/5 9.25 10.00 -0.025 DIPS 5) 18.25 22.50 LOR 25 W255 9.00 9.50 9.00 Peak PWS S\0) 35 25) 8.75 9.00 9.00 DB 29) 33.00 26.00 +0.025 NOS 73) Ye 7/5 23K) 27.00 ZS 20.00 7/5 225) AS YS) +0.100 7.00 5 7/5) YodD TodD Uo 675 9.00 9.00 +0. 200 36 7/5) 4.00 5625) 5 0) 5 BS) 39 YD 6.50 Vo2D +0.500 0.50 1.00 2350) 3.00 4.50 4.50 55 25 Jo 7S swl = 8.6 ft; T = 14 sec; H = 12.0 sec -0.500 -0.50 0.00 0.75 1.25 2.00 0.75 -0.25 -0.75 -0.200 O25) Lo 7D 3.00 4.25 6.75 0.75 0.25 0.00 -0.100 4.00 6.75 0.00 0.00 4.00 5.00 4.75 35 1/5) -0.025 5.50 6.75 Yo> 1.00 9.25 Vo22) 6.50 55 25 Peak 11.00 9.00 8.50 7.50 7.00 6.00 6.00 6.50 +0.025 7.00 6.25 6.25 6.50 7.50 9.50 0.25 6.50 +0.100 4.25 5.00 5.50 6.00 7.00 4.25 0.25 36/5) +0.200 4.25 6.75 2.25 0.75 Do i!S 2.75 3.00 3.50 +0.500 3.00 56 75 0.50 0.50 1.00 0.50 1.00 e225) swl = 8.6 ft; T = 14 sec; H,= 14.0 ft -0.500 -0.25 1.00 0.75 1.50 1.00 0.75 1.50 -1.00 -0.200 -0.50 $}5 ZS = Dold) Ga 5575 0.50 Ihe 7/5) -1.25 -0.100 4.75 7.00 3.00 3.00 Dold) 4.25 5.00 5.00 -0.025 25 VodS Oo 7/5 Be 25) 11.00 9.00 Tod 1650 Peak 14.00 hits 7S O25 OFZ) 8.50 6.75 6.50 7.00 +0.025 8.75 9.50 Po DO) PotD VoUS 3} (00) 55 75 8.50 +0.100 55, 25) 8.00 7.00 71550 750 35 25) 3.50 4.50 +0.200 55 7/5 7.00 35 25 3.50 3.50 4.50 4.25 55 50) +0.500 35 7/5 6.00 0.75 2.75 0.50 ho 25 LoS 3.00 (Continued) (Sheet 2 of 3) Table 9 (Concluded) Time Relative to Peak Wave Pressure, psi, at Indicated Elevation, ft sec +21 +20 +18 +16 +14 ell, +10 +8 SwI= "8 Ontits laa Secs Hi mly Omit -0.500 0.00 1.00 0.75 VG 25) OF50 0.50 71,510) -0.25 -0.200 -0.50 55 510) 3.00 5.00 6.75 0.50 2.00 -0.50 -0.100 5367/5 8.50 1.50 Da /5 o> 6.25 8.00 7.50 -0.025 8.00 9.25 8.25 56 7/5) 14.50 WA 23) 11.00 10.25 Peak 21.00 7525) 14.75 1335 510) Wie 7/S) 9.25 8.75 8.50 +0.025 U3}, 7/5 3}5 225) 10.25 10.25 9.50 19).25 16.50 14.50 +0.100 Toes 10.25 9.00 525 9.25 9.00 8.50 7.50 +0. 200 55 1S) 7.00 B25) 6.25 35225) 4.00 4.50 6.50 +0.500 35 7/5 6.00 1.00 5.50 0.25 1.00 le 7/5 Sol ral ee HaO ieee ah Se ECR Nl SE sie -0.500 1.00 1.50 LoS 6.00 -0.50 0.50 0.00 125 -0.200 O25 1.50 0.75 625) U5 2D 0.25 4.75 -0.50 -0.100 6.75 9.75 625) 6.50 4.50 ie 7/5) 12.50 8.25 -0.025 11.00 il 525) 8.75 28.25 17.00 16.50 14.75 M3 oH/5 Peak 31.75 24.50 MoD 20/225 17.50 14.25 W335, 25) 13.00 +0.025 27.50 22.75 17.75 16.00 14.25 38.50 35.00 28.75 +0.100 9.25 12.50 10.75 11.00 10.00 9.75 12.75 Vol +0.200 7.00 8.75 4.00 8.50 3.50 5.00 bso 7D 7.00 +0.500 4.75 6.75 1.00 7.75 0.75 1.50 2.00 4.25 (Sheet 3 of 3) OMDUYUADUNHFWN EE Table 10 Peak Pressures on Modified Recurved Seawall, Plan R4S3 11.00 10.25 12.00 12.25 11.75 11.25 36 7/3) 20.50 IWte25 24.00 14.25 55245) 20.00 35.5, 25) 17.50 DDD 11.50 10.75 2025) 11.00 11.00 10.00 WA672) 16.00 18.00 17.25 P5)725 24.00 17.75 13.50 26.75 20.25 12.00 10.50 W205) 11.00 11.50 Mths YS) 12.00 WAL Ze) Lela OS) Vac, 1h) 15.00 15.75 24.00 S25 14.50 17.00 Wods 11.25 12.00 11.00 20225) 16.50 12.50 12.00 L535 79) 16.25 18.25 L625) ~ 24.75 38.00 16.50 15.25 13.00 lilo 75 13.75 12.50 14.25 IL3}5. 25) od 2229) L535 75 39.25 24.25 30.50 24.50 28.00 2125 22.50 11.50 10.50 12.50 15.50 12.50 13.00 (Continued) +14 +12 = 16.8 ft Vou 6.50 8.75 9.75 8.50 8, 7/5 15.25 D2, DS) 16.75 D525) 18.00 48.50 16.00 16.50 29.00 17.50 8.00 6.50 9.00 7.50 9.25 7.50 13.75 19.75 13.75 11.00 25.50 IZ 11.75 29.00 19.25 Ag 25 8.75 47/5 9.50 7.00 10.25 11.50 14.75 To 17.50 1257/5) il 625 DREW 44.25 44.25 13.00 10.50 8.50 6.75 9.25 7.00 9.00 9.25 10.00 7.75 13.00 17.00 Pio IS 12.50 LQ 9.25 16.50 LNG 25 9.00 67/5 9575 9.50 W3%o, 7/5) Qo75 15.50 W250) D5}, D5) 28.50 20.75 20.50 29.25 13.00 19.00 7/625 8.00 6.75 aks 510) 13675 12.00 14.75 9.00 8.50 6.75 Jol 925 8.75 9.50 8.25 6.50 7.50 7.00 VoZD 21.00 Io. 75 7.50 9.50 13.00 10.50 9.00 9.00 8.25 8.50 LiLo 7 10.00 Yo2D Vo2D VoD 8.00 10.25 9.50 LAG > 530) 16.50 12.00 T2625 10.25 11.00 Dold 11.50 10.25 6.50 6.75 8.50 5 2S) Io 7S 34 7S) (Sheet 1 of 10) Table 10 (Continued) Wave Peak Pressure, psi, at Indicated Elevation, ft No. +21 +20 +18 +16 +14 +12 +10 +8 44 17.00 14.00 12.50 Nit, 2S 10.50 550 7.50 8.00 45 41.75 29.50 23.00 18.75 27.00 il 65) 10.25 9.25 46 21.00 14.50 19.50 14.00 14.00 S25 723) 725) 2525 47 26.50 19.25 16.00 34.50 20e25 9.00 8.50 8.25 48 DPS 36.25 19.25 23}. 5) 16.75 li @0 ~ 5550) 9.00 49 16.25 13.50 12.00 12.00 SA) 5 7/5 7.25 8.25 50 18.00 14.75 12.25 225 9.50 7525) 7.50 9.00 51 W555 /S 14.00 11.50 12.00 9.00 11.00 21.00 11.25 52 21.00 15.25 1250 Lie 7S 10.50 16.25 16.50 10.75 53 32.00 Ne 25 18.00 16.50 525 10.75 8.00 8.50 54 21.50 15.00 14.00 20.50 14.75 10. 7/5 10.50 9.50 55 47.00 29.75 23.00 28.75 29.50 16a 75 Lil, SO) 10.00 56 29.75 20.50 18.75 34.50 MD 5) 10.00 9.75 9.00 57 WAG 7/5) 13.00 Lit 5 SO) LOS 7/5 8.25 6.50 6425 8.00 58 19.00 15425 12.50 14.00 9.00 7.00 7.00 7.50 59 17.00 AS 25) Li, 7S 12625 125 Dio 25 5). 1/5) 9.00 60 20825 19.00 26.25 WA 25) 11.00 S25 12.50 11.00 61 33.50 23.00 18.75 49.25 25.00 14.00 9.25 9.25 62 23.00 19.75 18.75 16.50 Like 75) 36 7/5) 7.50 Tels 63 43.50 27.00 22.50 34.50 22.50 LN 2S 9.75 9.25 64 25.00 18.00 16.25 16.00 19.50 L325 8.75 8.50 65 Lie 14.00 12.25 LO. 7/5 8.75 6.75 0, 7/5) 1525) 66 15.50 14.00 12.00 12.50 9.00 10.75 8.50 9.00 67 21.00 15.75 25 25 14.00 12.00 10.25 11.75 hil, 25 68 20.00 17.50 15.50 20.00 13.50 14.00 9.00 Told 69 29.00 19.25 16.00 28.75 38.25 12.50 9.00 8.50 70 19.50 18.50 17.25 15.25 15.00 14.25 9.00 9.00 71 32525) 22.50 18.50 32.25 32,25) 13.00 9.50 9.00 12 36.00 23D 68.25 39.50 27.00 10.00 9.25 9.50 73 15.50 14.50 12.75 i 6 25 9.50 Woes O6 7/5 Yo2s) 74 IQS 7/5 15.25 12.75 225 9.50 11.00 8.00 8.50 75 5}5 7/5 13.00 Nile 7S 11.50 8.25 16.50 20 R25 225 76 18.75 20.50 15.75 11.75 11.50 19.50 10.75 9.50 al Sg 7/5) 20.00 17.00 17.75 14.25 13.75 9.00 B45 25 78 27.50 18.75 16.50 16.00 15.50 11.75 9.75 9.50 79 38.00 22525 Dio Ws 34.25 43.50 11.75 0.50 9.25 80 S25) 23.00 18.00 51.00 25.50 9.75 8.25 8.50 81 16e25 15.00 ile 7S 10.75 9.25 7.00 6.50 7.00 82 16.00 13.50 12.00 10.50 9.25 23.50 10.75 9.00 83 Ife} 7/5) 15.00 12.50 12.00 9.75 L225 NOe25 9.25 84 20.25 13}, 7/5) 1257/5) 12.50 9.25 7.50 9.25 9.50 85 27.00 20.00 15.00 16.25 17.00 18.75 10.00 8.75 86 23.50 17.00 14.50 28.50 60.75 68.00 17.00 12.00 87 335} 7/5) Di DS) 19.75 7/525 13}, 2S NORZS 9.25 a 75) 88 335} 25) D325 19.50 20.75 16.25 10.00 8.50 8.75 (Continued) (Sheet 2 of 10) Table 10 (Continued) Wave Peak Pressure, psi, at Indicated Elevation, ft No. +21 +20 +18 +16 +14 +12 +10 +8 swl = 8.6 ft; T = 12 sec; H = 16.8 ft (Continued) 89 17.00 13.50 11.50 10.75 8.50 7.25 6.75 7.00 90 22.00 15)5.7/5) LA6SO) 13.50 9.00 U5 25) Vo25 8.25 91 15.50 52) e2Fe2'5) 10.25 8.75 O675 ae 5 2s) 10.00 92 20.75 18.75 NS}. 25) 15.00 225 14.00 15.50 11.00 93 $25 50) 225 18.50 35}6 75) 24.75 W575) 6 U5) 8.75 94 22550 16.75 WA 7/5) 15.00 13.00 15.00 NO, /S 10.50 95 43.00 BY oO) 23.00 DT 50) PD 1350 10.25 ) 5) 96 30.00 20.25 S25) 20.00 N5}5 25) 12F5.0) 8.00 8.75 97 N56 7/5) 14.25 12.00 Wil 5X0) 9.25 7.00 6.50 7025 98 20.00 1510.0 W235 7/5) N72. SiO) 9.25 Yo 50) L625 Vou 99 1\9R25 16.00 14.50 13.50 9.25 2225) 16.75 12.00 100 W)5 YS) 16.00 7) 15.00 14.50 NAG 25) 16.50 10.25 Min Like 7S N26 25) 11.00 10.00 PollS 6.50 6.25 6.75 Max 52.25 36.25 68.25 S00 60.75 68.00 29.75 16.25 Mean 23.60 17.84 16.34 18.46 L556 53} 13-92 Wile ZS 9.56 Std. Dev 8.14 4.44 6.76 9.07 8.83 8.93 4.85 e692 dh So sega 2 Ba@s Ml NOG see 1 19.50 16.25 13}5 25) N25 7/5) 10.00 8.00 ToS 8.75 2 Ae 7/5) 7/5 SO S25 13625 11.50 15.00 35} 25) 16.50 3 28.50 Nod IS6 7/5) 16.50 WAS 7/5) 14.00 O25 9.75 4 ZOa2Z5 16.00 iL3}6 510) 16.50 28.25 55 50) S25 1P2F2'5 5 55575 3335 7/5 29.50 28.50 29.00 G25 Lil, 3O 12.00 6 36.75 BoD Die 7S 21.00 L7o25) 13525) 13525 335 25) 7 5057/5 30.25 24.00 23.00 22.00 21.50 1Os 75 10.25 8 40.75 ZorvD Zi 5 SO Zl dS MoeS 16.25 11.00 hits 75 9 19.75 17.00 14.50 N2525 10.50 35 D5) Te ToS 10 23.50 Wiki) 14.50 16.25 11.00 S575 8.00 8.25 ll Dil 50) 17525 -. LAS OO 14.25 15.50 10.75 14.50 9.50 12 32.50 19.50 Lo 75 LO 7/5) 15.50 27.00 ORD 335 7/5 13 38.50 26.00 Di oO) 2g 75 19.00 25.00 15} 530) 25 14 30.50 20.50 23.00 16.50 16.50 N55 7/5 16.25 125 5 IS 49.00 32.00 30.50 5}5 25) 25) 5 25) W2675) Wil 5 AS 10.50 16 53.00 2357/5) 25.50 23} 540) 25.00 17.00 11.00 10.25 17 21.00 9575 13525 14.00 9.75 8.00 7.50 13.00 18 20.25 5525) 3673) WAS 25) 10.50 7/550) 12.00 13.00 19 19.75 7525 14.75 GRZ5) Wil 7S 9.00 10.50 9.00 20 27.00 DOS) 24.00 20.50 DN 25 14.50 Ie}, 7/5) 16.00 il 41.00 29.00 325 25) 32.5 75) 23.00 42.00 AS 7/5 1,25) DP 24.50 7/550) NE} 25) 17.00 16.50 D5 525 R50 95 7/3) DS, 33.00 24.50 19.00 18.00 44.50 12575) 11.00 9.75 (Continued) (Sheet 3 of 10) Table 10 (Continued) Wave Peak Pressure, psi, at Indicated Elevation, ft No. +21 +20 +18 +16 +14 FZ +10 +8 swl = 8.6 ft; T = 12 sec; H = 16.0 ft (Continued) 24 3225 25.00 19.75 28.00 44.25 31.25 20.75 7/67/59) 25 20.00 e}5 7/5) IA 25) 3}, 225) 11.00 8.50 7.50 8.00 26 20.00 15.25 13 25 W5I5 7/5} LOS 14.50 {3}, 25) 8.25 Zi 225 0) 19.75 1Se25 15.75 iil, 2S 19.75 29.75 13.50 28 2350 225 B25 36 7/5 ALS 14.00 15.00 15250 29 49.50 30.50 26.00 33.00 21.00 19.50 25 10.25 30 29.25 29.50 24.00 19.75 18.25 525 11.50 10.00 31 25.00 20.00 Os 7/5) 21.00 Db 7/5) 32.50 10.25 8.50 32 20.00 15.00 126 7/5 25 9e25 7.50 7.00 8.00 333} 22.00 16.75 14.50 14.50 10.50 Ski 8.25 9.00 34 27.00 21.50 3s 7/3 156 7/5 ue 7/5 We 75) 13}, 25) il, 2S B35 PAR D5) 25.00 2550 22 5 19.75 26.75 22.00 1250 36 42.75 28.00 24.00 60.50 335 7/5 15.50 LL 25 9.50 37/ 326 7/5 DAYS) 19.00 NOs 25 12.50 DNS 10.00 9.75 38 40.25 28.25 25.50 E5—25 S25 11.50 10.25 a 7/e) 39 Sil, 25 22.00 19.00 19.00 26.00 31.00 115} 25) ID 25) 40 20.00 16.75 36.75 12.25 10.50 8.50 7.50 8.25 4l ZOD 20.00 W675 IS, 7/5 Lil 5 BS 9.25 8.25 8.25 42 253525) 18.50 15.00 16.00 lS 7S 25 2S 13.00 10.50 43 18.75 DOs 7/5 18.00 D215 17.00 oS D3}. US 19.25 44 533675) 31.50 26.25 23\5 25) 75 25} 225 10.25 9.75 45 34.50 27.00 Es. 1/5 i 25) So U5 \5)5 7/5) 17/550) 1250 46 54.50 34.00 27.00 43.00 26.25 16.25 13.25 11.00 47 29.00 24.50 25.00 23.50 17.50 12.00 NORZ5 10.00 48 D261 Vo SO) 15), 25 13.00 its 7/5 8.75 8.00 8.00 49 2525 18.25 15.00 155.0 125 So 7/5) Vo US 925 50 18.25 14.75 12.00 12.50 10.75 10.50 W625 8.00 Bil 28.00 UG) 50 STS 13575 12.50) 9.25 8.00 8.00 52 B25 7/5) 21.25 18.00 Ge 75) 336 7/5) ite, 50) 9.50 9.25 53 41.50 7] 0) 23.50 DE 7/5} 19.75 12.25) il 2S) 10.25 54 34.00 2325 19.25 26.25 Po 25 9.75 9.00 825 5S AG) DS 25 PS 20.25 Z20E25 20.00 L225 11.00 9.50 56 20.25 19.50 15.00 1267/8 11.00 8.50 7 510) 8.00 57 23.00 18.00 15.00 14.25 11.00 8.25 7075 8.50 58 23.00 18.00 16.75 WSs 7/5) 12.00 10.75 Pilodd 1457/5 59 30.50 19.50 16.50 16.50 17.00 12.25 13.00 LSS 60 54.00 30.00 26D 31.00 20.50 12.50 11.00 10.00 61 33}5 7/5) 26.75 DT SO 2525 7/625) 13}, BS) 9.75 9.00 62 Sil 25) S50 33.50 64.25 23.00 12> 7/5) NOS 7/5) 10.25 63 356 7/5 256 15 23.00 21.50 18.00 55 7/5) L762) O57 5 64 19.75 LOg 7/5 14.50 L225 S10) NOR2Z5 8.00 Tees 8.00 65 20) 19.00 16.25 15.00 Lil 2S) 5 7/5) ToS 8.25 66 215 0 Os 75) 16.00 19.75 525 26.50 11(0)-, 25} 9.75 67 30.50 20.00 18.50 2325 29.25 27.00 7 625) 12.00 68 38.75 24.50 67.00 333}5 25 2525 ke25 lOe25 10.00 (Continued) (Sheet 4 of 10) Wave iss) [= BS) 16. 25 5 HIS) 25 Peak Pressure, swl +20 5 3) +18 23.00 26.00 34. 20.25 WOVS 745) Bor 35725) 25.00 36. 13.50 3575 10. 1525) 14.25 ite 14.50 14.00 10. 2075 18.50 30) 28.00 26.00 318}, 29.00 23.00 alee 25.00 53.00 75) 3 25.50 36 7S 14. LS SOO) 13.00 NOK 16.75 15.00 Le 19.00 Do 25) 126 N6e 75 19.25 ILS} 24.50 NSy25 21. MDG 2S 28.25 16. 22.00 35 525 3M/ 6 I 5 50) 15675 7X35 W525) 133650) Lil 16.00 16.00 iit, 15.50 125 25K 18.75 20.00 W/E 20.50 31.00 Ze IO525 Oe 7S iil 20.25 2150 14. 18.00 16.50 28. a2) 13.00 10. 15.00 13625 10. 14.50 13.00 Sys 7550 18.00 5g 24.00 AN25 Dies 12.00 LiL, 25 9. 67.00 155925 44, 19.75 Do XO 18. 6.89 16.49 8. ft; T 16.50 14.00 LQ, 136 50) 12.00 10. 13.00 L256 50) 10 (Continued) Table 10 (Continued) si, at Indicated Elevation, ft +16 +14 25 25 50 50 00 -50 +12 OR ft: ; § = 14 sec; H = 5 53) 52D 645 eZ Qo25 8.75 8.00 7.50 8.00 8.50 8.75 Poa 8.25 8.25 8.25 10.25 Qo75 5.0 Jo) ToD SoD ZolD 8.00 8.00 8.25 O25) 10.00 8.50 9.00 9.00 10.50 Qodd 9.00 VIS) 10.50 Wo Vo25 8.00 8.75 8.50 8.50 16.00 12.00 10.25 Dads 7.00 Uo2> 33)5 45) IS) 25) ib it 10.37 4.86 Do cal 8.50 9.00 8.25 UstD 12.50 8.00 (Sheet 5 of 10) Table 10 (Continued) Wave Peak Pressure, psi, at Indicated Elevation, ft No. +21 +20 +18 +16 +14 ull +10 +8 4 DD PS 17.50 15.00 IPe7S) 11.00 9.25 35 25) 8.25 5 20.00 16.00 14.50 1L3}5 25) 11.00 9.50 8.50 8.75 6 Oe 7/5 14.00 Wile y/S 11.00 O25 125 7625 8.00 7 S56 50) 1267S ile 7S 10.50 9.00 Toll 1625) Tihs 8 20.25 ISS 7/53 ib 225) 13.00 11.00 9.25 8.75 8.75 9 We75 15.00 14.00 DoS) 11.25 9.50 14.50 8.50 10 25.00 19.75 LoS 16.25 13.00 43.50 16.00 10.50 ial 23.00 18.00 155 2S 14.00 1262S) 10.25 9.00 9.00 12 33.00 226 25 18.50 16.00 13.50 10.50 MEWS 9.25 13 W675 WAS 7/5) 13.75 12.50 hike 25) 9.00 8.75 8.50 14 S25 325 12.00 11.00 9.75 42.50 15450 9.00 15 24.50 WiieiS 16.50 14.50 LBs 50) VoW5 9.00 9.50 16 D2 525) oT) 15.50 13.50 225) 9.50 57/5 8.50 it7/ 21.50 18.00 16.00 AG QS 12525 9.75 55,0 9.00 18 ZO 20.00 17.00 We 2S) 12. 25 10.00 9.00 9.00 19 24.50 19.50 17.50 IS} 5 25) 1275 10.75 9.50 9.25 20 16.50 13.50 125.0) il, SO 10.50 8.25 8.00 8.50 21 20.25 15575 1357/5 12.00 10.25 35 7/5) Fad/5 8.00 22 DDS LoS 56 7/5 13.50 11.50 9.00 57/5 8.50 23 20.00 N75 25) 14.75 S25 11.00 9.00 9.50 6 25 24 2O>o2S 16.25 14.75 13.00 11.00 9.00 57/5) 10.00 25 DD 50) 19.00 17.00 15.00 12.25 57/5 9e25 8.50 26 26.50 19.75 17.00 15.50 225 10.50 9.75 9.25 DY BOs 7/5 ISS 7S 13.75 12.00 10.75 8e25 8.50 57/5) 28 535 7/5) 13.00 11.50 10.50 9.25 8.75 Os 7/5) 8.00 29 24.50 oS) 55 75) 13.50 Mike 7S) 9.25 8.50 8.25 30 Dike TS IWS 0 156 7/5) 14.25 12.00 5 7/5) S575 8.75 31 18.00 S575 WAS 7/5) 13}, 50 LS 0 9.00 15.50 Sap 32 2325) 18.00 Gg 25 15.00 26 75) 10.00 9.50 9.25 33 23575 17.00 156,25 14.00 Le 7S) 9.50 9.25 9.50 34 18. 7/5 14.75 13.25 12.00 LO, 2S 9.00 8.50 5/5 35 17.00 13}, 75 12525 11.00 9.25 8.00 19.00 8.25 36 24.00 18.00 1525 13675 12.00 9.25 8.75 9.00 37 19.50 16.25 14.50 13.00 11.50 O25 9.75 357/5) 38 18.50 16.00 15,25 18}, 25) LS 7/5 PAry25 9.00 9.75 39 23575 18.50 1567/5 36 75 12.00 10.00 9.50 9.00 40 23.00 18.00 15525) 133,75 Lil 7/5 Qo 7/5) 9.25 8.50 4l 15.75 S25 11.50 11.00 575 12.00 8.50 9.00 42 16.50 14.50 13.00 11.50 NOW2Z5 B25 14.25 Pat 43 29.75 PA 2S} 7/6 7/5) 153525 12250) 75 9.25 9.25 44 20.00 16.75 14.25 13.00 25 9.00 8.25 8.00 45 19.50 l6e25 1A 775) 13.00 Li 5O) BO 75) 8.50 Tous 46 20.00 16.50 14.00 12.00 10.75 8575 8.50 8.75 47 Die 7S 17.00 1A. 7/5) IAS 7S) il, 2S 8.75 9.00 8.25 48 So 7/5) 12.00 1NES25 LOS 7/5 9.50 8.25 8.00 Tah (Continued) (Sheet 6 of 10) Table 10 (Continued) Wave . Peak Pressure, psi, at Indicated Elevation, ft No. +21 +20 +18 +16 +14 Fl) +10 +8 swl = 8.6 ft; T = 14 sec; H = 17.0 ft (Continued) 49 18.00 14.75 13.00 11.50 10.00 8.00 7.50 8.00 50 S25 22.00 18.25 3650) WAG WS J3d5 8.75 8.75 51 24.75 OR2Z5 W525 15.00 12.50 10.00 9.00 Yo4D 52 NSE 75 Uo 7S 14.00 WS5O0° WN6AS 9 Zo WA 4S) 9.00 53} 28.00 21.00 17.00 14.25 12.00 645) 8.50 8.75 54 22.00 Lo US) 1L3)5 25) 14.00 Wako YS) QoVd O25) 8.75 5) W525) USo 7/5) 12.00 11.00 Joys 3G 7/5) 8.25 ToUS 56 IN7/ 6 (8) 14.25 M26 745) 10.50 87D Uooo 113} 5x0) T50 57 24.75 19.00 16.00 14.25 50 9.00 Sir/D 8.25 58 20.25 16.00 14.25 W25 I/5) 11.00 8.75 8.50 8.50 9 19.00 15.50 14.00 12.50 10.00 8.75 8.25 8.25 60 27.00 L975 17.00 Wie 5) MAG TS) 10.00 Qo45) 8.75 61 Zhe) 2a 18.25 US)\G aN) 1L725530) Dold QoS O25) 62 W/o 25) 14.25 13.00 12.00 10.50 9.00 So 7/5) oils 63 18.25 14.75 13525) 11.50 10.00 8.00 8.00 8.25 64 29.00 19.50 16.75 14.75 W525) oe) So 7/5) O25) 65 21.25 16.75 13.75 WA5S0 — W)o 510) 9.00 8.00 8.75 66 21.00 17.50 16.25 14.00 11.50 9.25 8.75 8.50 67 24.25 W525 IL) 725) W367) LiL 6 7/5) 10.00 9.00 8.50 68 WS 7/5) Uo 7S) 14.00 WA oeX0) LIL SOKO) 9.75 9.00 8.50 69 16.25 13.00 Mi 7S 11.00 10.00 8.50 Tolls 7.50 70 15.00 225 ibs 25) 10.50 9.00 Sie) — NO> 75 7.00 71 20.00 15.50 14.00 Woe) kOo7/s) 8.50 8.50 8.50 72 22.25 18.50 16.25 14.50 127725) LO00 9.25 8.75 73 20.00 17.00 15.50 14.00 12.00 QoU> 9.00 8.00 74 SMloy> 2465 5) 19.00 16.00 130055 10725 10.00 S25 75 29.50 21.50 18.50 16.25 1335510) LOS 5X0) ols 9.00 76 W525) 14.75 13.50 U25a0 NOSSO) 8.25 8.50 8.00 77 ILB)o US) 12.75 11.50 10.75 9.25 8.00 VoUS Vols 78 28.25 20.75 W/o U2) W673 Uo SO UO OW 925 9.00 79 22.25 Wo US) 16.00 14.50 12.25 10.00 Jol) 8.75 80 17.25 14.75 M3}5 723) 25 7/3) 11.00 925 9.75 9.00 81 28.00 20.25 16.25 14.25 12.50 9.75 8.75 11.00 82 24.25 18.25 16.00 14.50 12.25 QoS 925) JoV/d 83 19.00 15.50 14.25 W5a) MOS 7S) 8.75 9.00 8.50 84 17.00 13.25 12.50 11.00 9.75 1/53!) 7.50 8.00 85 38.00 (ala C5) 18.00 15.50 5 7S 10.00 oD 9.00 86 22.00 18.75 W/o AS 1 OF S25 lt 00 ous 9.00 87 31.25 22.75 18.00 15.50 L335 7/5 Hil) WOs 7/5) 925 88 25.00 19.50 I/O 25) 15> OR Si32 5 a LO eee O 00 9.50 89 18.00 14.75 W226 7/5) ES ORO 25 25) 8.25 VoD 90 17.50 14.50 M76 7) 11.50 9.50 8.25 7.50 Told 91 28.00 OZ) 16.50 14.25 L225 10.00 D525) 9.50 92 Zo HS 17.50 14.00 57/5 125) o/s) 925 9.00 93 16.50 14.75 13.00 12.25 HO 2 Sie iO, 9.50 8.50 (Continued) (Sheet 7 of 10) WOONDU LF WNHr- +21 Table 10 (Continued) +12 +10 swl = 8.6 ft; T = 14 sec; H = 17.0 ft (Continued) 24.00 2350 14.25 16.50 27.00 28.50 21.50 So 7/3 38.00 2369 4.69 43.50 p25 VOoeS) 137.50 58.25 So 25) 74.50 51.50 41.25 105.00 106.75 56.00 Uo 59.50 44.00 645) 107.75 131.75 67.00 28.75 40.75 36.25 29379 UDoVS 129.50 Mo ZS 3857/5) 47.75 19.25 N76 1/5) 12.50 14.00 IG) 5310) DoS 18.00 12.00 22D) 16.98 2.64 swl = 8.6 29.50 34.75 48.25 66.25 46.75 27.75 39.25 32.75 29.00 61.75 82.50 40.25 23.50 60.75 31.00 38.50 60.25 60.50 47.75 23.75 29.00 26.00 27.00 46.25 116.25 46.00 24.75 33.75 see9 gh eS 4 eee ll eS il, 5S) 15/390 -50 14.25 6745) WL G 25) SUS kG Zs) 528) 14.50 25 15.50 75 5)5 25) 25 10.50 -00 16.25 moll 13.30 -00 1.59 -50 Allo US -20 26.00 39.75 34.25 50.00 40.25 36.00 30.25 CS}5 (25) 20.75 30.50 ZeD 27.50 24.25 723) 6225) 22.50 46.25 38.25 63.25 49.75 3)3)6 1/5 30.00 21.25 19.00 42.25 31.25 26.50 23S)5 25) 33.00 28.25 51.00 43.00 57.25 LP). 25) 40.75 34.75 Di 25) NB. 75) 25.50 21.25 23.50 20.75 25.00 Pde TIS 38.50 3.7/5) 96.25 58.00 39.50 50.00 21.75 19.25 QR 23.00 (Continued) W3}5 510) 1250 10.00 9.50 12.50 13.00 13.00 8.75 13.75 11.38 1.20 18.00 Zalig IS 27.50 S25 26.00 17.00 20.25 20.25 19.25 31.50 36.50 24.75 16.75 155) 5 C25) 20.25 23.25 35.25 31.00 28.25 15.75 17.75 7/5 225) 19.25 26.25 45.00 28.50 16.50 18.75 10.50 10.25 8.00 8.50 10.00 10.00 10.25 7.50 43.50 10.28 Do NZ 10.25 10.00 Vols) 8.00 10.00 S225) 50S They2D 19.00 ose 2.05 13.00 16.25 18.50 19.00 W525 WA 2s 14.75 14.25 14.25 20.00 23325 17.00 12.75 16.75 14.25 16.25 22.00 21.00 18.75 11.00 13.25 12.00 15.75 17.75 2501/5) 19.00 12.00 133g 225) ds) 8.25 S25 8.25 7.50 8.75 9.00 8.50 7.00 11.00 8.64 0.65 11.50 14.75 15.75 16.50 15.50 11.50 13.00 12.50 26 7/5) 16.75 19.00 14.50 Wik 7S 15.00 13.00 14.50 18.00 18.00 WS) 7/3) 10.25 Wile 7S 11.50 1325 15.50 21.25 16.00 11.50 1265 25) (Sheet 8 of 10) Table 10 (Continued) Wave Peak Pressure, psi, at Indicated Elevation, ft No. +21 +20 +18 +16 +14 +12 +10 +8 swl = 8.6 ft; T = 14 sec; H = 11.4 ft (Continued) 29 356 1/2) 26.25 23.50 Aloe) ~— Uo SO) 14.75 1335 225) 22 30 34.50 26.50 24.00 BA) USO —§ US6OO. WALOO U7 5.5)0) 31 96.25 53.50 42.75 O09 Aes Blo 5) 19.00 16.25 32 58.75 68.25 48.25 33o/5 Silos) 2 B84. 2.25 17.00 33 55.00 40.75 36.50 34.00 26.25 19.75 16.75 14.50 34 26.50 21.00 19.00 L/o58) UDoOO.. N62) ENO00) 100 35) 28.50 Aol) 18.75 16.25 14.00 10.75 10.50 o/s 36 36.75 28.25 23\a7D ZN 225) 18.25 14.50 US}q 225) 12.00 37 53.00 38.50 33/550 72) oS). | Bo 5 19.00 16.50 14.50 38 100.25 Sq 225) 40.50 S425) a2 Ole / 2025 100) 9 LA r/5 39 65.25 S50 50.25 37580 BOo25) 18.25 15.00 13750 40 S35 225) D925 S575) M0) 2RoIS 16.75 525) 35 7/3) 4l 22.50 19.00 16.25 15.00 WS} 00) =) 110), 5Y0) oU5 9.50 42 39.00 Zlloll> 23525 20.25 16.25 2D ORDO 00 43 SoD 27.25 22D ZO OOM i iieZ> LSo U5 13.00 12.00 44 44.00 30.25 26.25 233550) B05 25) HGR OO e525 13550 45 81.75 58.25 50.25 43.25 S453 AOsOO . Zilos0 7525) 46 143.00 OG IS) WAS S35025 Silo dS = A423 AV5SO Mo 4) 47 64.50 43.50 S275 ZNS00. 23525) ZBVs00. 7/5010) 14.25 48 30.00 23.75 Za 50) UO53O, — M/oOO NSo25) W525) 25 49 30672) 26.75 225.0) 20.00 W750) US SO A625 Wil 23) 50 38.50 26.75 Z23}5 210) AVS SO M75 SQ U4 US 13.25 Mik 7/3) Syl 49.25 36.00 Sho 7/3) DISS CSo3) US5CO) —o 23) 14.25 52 95.50 SoD 46.25 333550) SILO Axo OO IDe7S Uo 5) 53 105.75 69.75 Yo) O5o25 BSH) 2250) Uo) /o ZS 54 79.25 49.50 38.50 33545) - Adc) Blows 19.00 16.25 55 330 7/5) 26.00 Z2ie2D) 19.75 16.75 MW 7/5) 11.50 10.75 56 47.50 32.00 27.00 2350 Oe LO 2Z5 L525) US O0 12.00 57 37.75 Allol> 23.75 21.25 Wie 14.00 12.75 WG WS) 58 75.00 47.25 40.00 35500 29525 22550 “19.00 UsoSO 59 85.75 50.25 40.50 SAG Mey ASG) Bio 5) 18.50 36 72 60 102.50 65.75 55.00 O52) S0o/) BlcH) 22575 18.25 61 99.00 62.25 51.50 44.25 35/20) Zio 24100) 20.00 62 SJoUS 29.25 25.00 ZZS00) Puss 25 WS HO) NG 3 11.50 63 70.00 49.25 42.50 3625) S000 82350 19.50 LB }o 225) 64 39.00 28.50 24.25 21.25 Wo US 14.25 133525) 12.00 65 50.00 38.00 34.50 30673 2007 2.50 7/5 15.00 66 35)9 25) 41.00 34.75 30645 4550) MSG HS OO 2) 14.00 67 76.75 58.75 41.50 33500 25550) WSo5f0) 5 )6, 7/5) 136 U/S 68 N05 45) 41.25 35.00 30050 25550 A7A0Q.@0 U7s/5> tSoWW 69 24.75 18.50 16.50 14.75 129 7/5 10.25 Dos 9.50 70 43.25 S625) 223)5 If) Dd (25) Wo 73) WAM) Ao BS) Wh 743) 71 53575) 33.50 28.00 BOD UDo/S 15.50 35 7/5) 12.50 72 61.25 41.50 37.00 SJAoUa BoA ZN) So 7/5 525 73 68.00 55.00 47.00 40525 32500 AAo/5 205s”) 7/525) (Continued) (Sheet 9 of 10) Table 10 (Concluded) Wave Peak Pressure, psi, at Indicated Elevation, ft No. +21 +20 +18 +16 +14 +12 +10 +8 swl = 8.6 ft; T = 14 sec; H = 11.4 ft (Continued) 74 Uo25) 89.25 70.00 USS) Sho 245) Ao B10) WING) 7/50) 75 69.75 45.25 Sy/5T/) S222 Olt 25) eZ Ole Om lite OL et 76 28.25 21.50 1925 W/o 23 WARTS) Aikesxo) Oe) NO - (00) 77 DS\e///D 35.00 30525 2650 22> LGN BLS 00 L250 78 30.25 27.00 24.00 ZO ee SD ON el 00 1336 7/5) W2a2) 79 S30 225 36525 32.25 AYP) 2Bo IS Wiel OlaZo W3)6 1/5 80 102.00 55.50 44.00 Sos Wo zkoSM Uo VS 16.50 81 80.00 65)725 D2a25) 55 00 N 30300) ee2 250 S00 LGnO0 82 54.00 39525 SG 7/2) Ayo 50) AGO W/O WS_z5 14.50 83 25)5 25) UY 7/5) 17.00 25 1300) pe t2 50 e000 os 84 52.00 33.50 27.50 23.50 UG) 5725) 14.25 USS(010) LIL 7/5) 85 38.00 Zilia ZS 21.00 W550) AO) Ae 7S ls 7/53 86 61.50 44.50 39.75 35550 29550 23050 20000 7 -OW 87 80.50 56.25 45.25 “NWO B50 27 23.00 19.25 88 84.25 79.00 60.50 EQ) 3507/5 COW) 27/5 18.50 89 95.50 68.00 55)0 7/5) Wods) st3550° A9s2 AASOO AV - 00 90 S65 7/5) 25.50 22.00 19.50 LOZ) So 25) 5 25) 125 91 48.25 335 50) 29.00 Ags) Alo VS MoO) — OO) OL) 92 37.00 26.50 3}5 225) 20.25 16.75 I36V5 Wee) ilo zs 93 oO 36.25 30.50 MoS CoS NPoVS USoOD UScSW) 94 61.75 39.00 3250 29.00 24.00 18.25 L600 3550 95 108.50 62.50 47.75 395239 SUo0O Bo2S Ue U6 7/5 96 62.25 47.75 39.75 3052506 24.525 pe lO 00m pli, 00M 4a2> 97 2125) 20.75 19.00 17.00 14.50 11.50 10.75 £10.00 98 52.50 33)6 1/D) 27.50 23.75 O25) 2 OOM ele LAEEISS0) 99 S325) 23.50 20.75 Wc Wao UA) UAC OM) LO) 5 50 100 38.00 2Uol> 25.00 22.00 OOO Nd 2547 Omen leZe Min 22.50 18.50 16.25 WAGYU) W257D. 1), 2S) o/s) 9.50 Max WAS SOO) MUL@o2 MING 25) O5525. 45000 3380/5, 20/5 Allo 2S Mean 59.86 41.72 35.40 B63 23003 MSo AO 16.01 13.98 Std. Dev. AY DZ 17.42 15.83 10.32 6.89 4.90 3.66 2.64 (Sheet 10 of 10) Table 11 Secondary Pressures on Modified Recurved Seawall, Plan R4S3 ee Wave Secondary Pressure, psi, for Indicated Elevation, ft No. +21 +20 +18 +16 +14 aril +10 +8 swl = 8.6 ft; T = 12 sec; H = 16.8 ft 1 -- 0.00 1625} 1.75 250) 35 50) 4.75 5.50 2 =< 0.00 6725} 2.50 DETS) 3675 4.25 5.00 3 -- 0.00 1.25 2.50 A675) 3575 4.50 5625 4 -- 0.00 1.50 250) 3.00 3.50 4.50 5,50 5 -- 0.00 2.00 2.50 33523 3.50 4.75 5625 6 -- 0.25 1.50 2.00 3.00 B50 4.50 5.50 7 -- 0.25 1.00 Lo 7S DollS 3525) 4.50 5650) 8 -- 0.00 0.75 1.75 Days 3525 4.50 5.00 9 -- 0.50 125 Ie 78 3}, 25 $3}, 25} 4.25 5.00 10 -- 0.50 1.00 Pe, DS 3.00 33,25} 4.25 5525} 1l -- 0.75 25 2.00 3.00 3.50 4.00 4.25 12 -- 0.50 1.25 2.50 3.25 3.50 4.00 5.00 13 -- 0.75 150 2.00 8} DS 3.50 4.50 4.75 14 -- 0.50 50 225) 3.00 3.50 4.50 5625 tS -- 0.50 We 7S 2.00 3.00 3550) 4.50 5.50 16 =< 0.50 1.50 Ded 9525 3575 4.00 5525 107 -- 0.00 5 50) We 7/53 255 3.00 A573 5.00 18 -- 0.00 150 2.00 3,25 B50 4.25 5.00 19 -- 0.25 1.00 57S 3525 3,25 4.25 Be 25) 20 -- 0.25 25) 2.00 3.00 3.50 4.75 5650) AN -- 0.25 125 2.00 3.00 3.50 4.50 5.00 Dp -- O67/5 eS) 525) 3.00 3625) 4.50 i525) 23 -- Os 75 125 2.00 3.00 335 75) 4.00 5.00 24 -- 0.75 25 2525) 325 3650) 4.50 56 510) 25 -- 0.75 1.00 2.00 3.00 33525) Gs 205) A675 26 -- O75 125 De 25} 35 25} $3}, 25} 4.50 5.50 27 -- 0.75 1525 2.00 3.00 3550) 4.50 5.00 28 -- On75 25) 2.50 3.00 3.50 4.50 5e50 29 -- 0.75 1525 7S 3.00 3567/5 4.50 56 245) 30 -- 67/5 25) 2.00 Dold 37550 4.50 56 2D 31 -- 0.50 1550 le 7/5) 3.00 3657/5 4.50 e725) 32 -- 0.50 1.50 he 7S 3.50 3.50 G5 5525) 3}3} -- OR2Z5 2 2.00 De US 3650 4.50 5) 245) 34 -- OR25 1.00 2525) 736 15) 3675 4.50 Sey) 35 -- 0.50 S50) 746, 725) 3.00 36 7/5 Uso 7/5) De25 36 -- 0.50 15) 236 25) 3}6 245) 335510) Wo 7/5) 36 7/5) 37 -- 1.00 e775 5 S30) 3550 4.00 U5 56 0) 38 -- 0.50 525 D6 P25) 3575) 35 7/5) 5.00 5 7/5) 39 -- 57/5 1.50 De 25) 3.00 35 7/5) A 7/5) 55 245) 40 -- 0.50 eo) 26255) 3.50 4.00 5.00 55510) 41 -- 0.25 WETS Dil) 736, 1/'5) 3.50 4.50 5.00 42 -- 0.50 ks 25) 2.00 3.00 3625) 4.50 56 7/5} 43 -- 0.50 25 2.00 3.00 357/53 4.50 5.00 (Continued) (Sheet 1 of 10) Table 11 (Continued) Wave Secondary Pressure, psi, for Indicated Elevation, ft No. +21 +20 +18 +16 +14 +12 +10 +8 swl = 8.6 ft; T = 12 sec; H = 16.8 ft (Continued) Ao 44 -- 0.50 1.00 2.25 3.00 3525) bois 5.50 45 = 0.50 S25) 2525) 3.00 3.25 by 2S 56 745) 46 -- On 7/5) ey25 2.00 3A25 3.50 4.75 5325) 47 -- M4 75 15,0 2.25 33525 3.50 5.00 55745) 48 -- 1.00 1.50 e225) 33625) 3D bs 7/5) 5.00 49 -- OR 25 O75) 2.00 250 575) 4.50 Bib 25) 50 -- O25 1.00 De 25) 3.00 3.75 4.50 55 SU 51 -- 0.50 50 DE DS 2.75 3,50) 4.50 B65) 52 -- 0.50 1625 D725) Det! 3.50 (AES) ye 225) 53 —~ 0.75 eS 2.00 325 367/55 4.75 BE 75) 54 -- 0.25 he 7S 2.50 3525) 36/5 be T/S) 55 225) 55) -- 57/5) 1.50 D525) 35,25 3.50 4.50 5.50 56 -- 0.50 ho w/5 DoS) 3625 36/5) 4.75 5.50 5y7/ -- 0.00 25) 2.00 3.00 §\5 25) 4.25 5525) 58 -- 0.50 125 2.00 Des 3675) 4.75 625) 59 -- 0.25 25) 22, 25) 3.00 34 7/5 “oS 5550) 60 -- 0.50 1.00 Dy 225) 3.00 3.50 4.75 5.00 61 -- 0.50 1.50 2.00 3}, 25) 3467/5 4.75 5.25 62 -- 0.50 1.50 Do 25) 3525 3.50 4.50 5.00 63 -- 0.50 oS 2.00 3.50 3675 4.50 516225) 64 -- 0.50 e225) 2.00 3)5 25) 3.75 4.50 5625) 65 -- O25 1.25 be 7/S 2.50 3.50 4.50 625 66 -- 0.50 he/S 2.50 3.00 86 25 4.25 5S 25) 67 -- OR50 2.00 2.00 3.00 4.00 4.50 5.00 68 -- 0.50 1.50 2.00 3525 3675 4.50 5.00 69 ~- 0.50 50 De PS 3.50 3}5 50) 4.75 Bg 50) 70 -- 0.50 1.50 225 3.50 S575 5.00 67/5 71 -- 0.50 25 2.00 325 So 7/5) 7/5) SO25) 72 -- O65 7/5 25 Ds 25) $1625) 4.00 b/s, 5.50 73 -- O25 25 WS 7/5) 3.00 3475 DS) 5.00 74 -- ON25 1.00 2.00 Be 5 SoS) 4.50 525) 75 -- 0.50 oS 175 3.00 3}, 50 LS 5.00 76 -- 0.50 150 P25} 3525 3.50 4.75 biG 25) Ta -- * O650 125 De 25) 3525 3675 4.50 535 50) 78 -- 0.25 1.50 2.00 3.00 3675 5.00 5a 7/5 79 -- 0.50 62S 2.00 35 25) 3347/5 4.50 5.50 80 -- 0.50 1525 2.00 3.50 4.00 4.75 55 510) 81 -- 0.50 1.50 2.00 3.00 3.00 LES B65) 82 -- 0.50 25 2.00 3.00 33550 4.50 56 25) 83 -- Oo 75 25 D725) 3\5 25 36 5I0) 4.50 5.50 84 -- On 75 he 25) 2.00 3.00 350 “7/5 5.50 85 -- O5 75 25 Bo 25) 3\5 25 4.00 4.75 Hs 7/5 86 -- 1.00 1.50 2.00 325 3.50 4.50 525) 87 —= Oo7/5 We WS Des 3425 4.00 4.75 He7/5 88 -- 0.50 150 Ds 2S) 3.00 3575 LoS 625) (Continued) (Sheet 2 of 10) Table 11 (Continued) Wave Secondary Pressure, psi, for Indicated Elevation, ft No. +21 +20 +18 +16 +14 +12 +10 +8 swl = 8.6 ft; T = 12 sec; H = 16.8 ft (Continued) 89 -- 0.25 1525) 2.00 2.50 $35 25} 4.25 5.00 90 -- 0.25 ih 25} 71.3725) 3.00 3.50 4.50 B55) 91 -- 0.50 125 2.00 De IS) 3.50 4.50 5.50 92 -- 0525) 525) 2.00 3.00 335530) 4.75 565 93 -- 0.50 it 5530) Be 25) 3525) 3675 4.75 Jo 7/5) 94 -- 0.50 15.0 D523) 3525 33550) 5.00 5550) 95 -- 0.50 25) 2.00 335745) 3.50 5.00 5.50 96 -- 0.50 50) 2525) 3525 4.00 07/5) 5675) 97 -- 0.00 1.00 We7/5 3.00 3.50 4.50 5.00 98 -- 0.50 1.50 2.00 3.00 BRO 4.50 S25 99 -- 0.50 150 2.50 3.00 335.530) 4.50 BG 5X0) 100 -- 0.75 1.00 2) 225) 3.00 3.50 4.50 5.50 Min -- 0.00 0.75 hey) 2.50 3.00 4.00 U6 DS} Max -- 1.00 2.00 Do 1S 3575 4.00 5.00 56 7/5 Mean -- 0.47 1.36 6 2 3.07 R557 4.56 5.30 Std. Dev -- 0.24 0.24 0.22 0.24 0.22 0.23 0.26 swl = 8.6 ft; T= 12 sec; H = 16.0 ft 1 -- 0.00 1.00 We 7S 3.00 35 50) 4.50 yg 245) 2 -- 0.00 15,0 2.50 3.00 B10) MoS) 5525) 3 -- 0.75 WeQS gD) 3525 60S 4.75 5.50 4 -- 0.75 ike 50 De 25) 3625 4.00 4.75 S650) 5 -- OS 7/5 Ie SO 2.00 3}5 25) 4.00 4.50 Jo 50) 6 -- 6 75 1.50 2.00 3.50 3575 4.50 5625 7 -- OR he 7/8 2.25 3625) 4.00 “ous 55 50) 8 -- 1.00 5,0) 2.00 Do VS 4.00 4.50 De 7/5 9 -- 0.50 52S) he7/S Bo tlS 3575 4.50 5.00 10 -- 0.50 Ne 25 2625) 3525) 3.75 4.75 5.50 11 -- 0.50 1.25 De 2S) 3.00 3550) 4.75 S25 12 -- 0.75 S50) 7, D5) 3525) 4.00 4.75 36 25 13} -- O575 1 50 2.50 335510) 4.00 4.75 DD) 14 -- 0.75 hes Do K0 Bo 5X0) 3675) 5.00 55745 15 -- 0.50 Ver) D525 35 7/5) 3575 4.50 5625) 16 -- 0.50 1.50 D025) 3}, 25) 3.50 5.00 5.50 17 -- OR25 6 25} he WS 2D 31550) “s. 1/5) D2) 18 -- 0.75 1.00 2.00 3.00 3.50 4.50 F525 19 cored 0.50 62S 2.00 TS 3575 NSS S25 20 -- 0.50 1.50 200 DTS) 335550) 4.50 5.50 21 -~ 0.50 We25 25 25) 3.00 3575) 4.50 535 510) 22 -- OR 1.50 De 25 3.00 4.00 Le) 5.50 23 -- O>7/5 No SO) 2.00 3525) 3575 4.50 Dg 50) (Continued) (Sheet 3 of 10) Table 11 (Continued) Wave Secondary Pressure, psi, for Indicated Elevation, ft No. +21 +20 +18 +16 +14 +12 +10 +8 swl = 8.6 ft; T = 12 sec; H = 16.0 ft (Continued) 24 -- 0.75 75 Ve 025) 67/5 4.00 UGS) 5.00 25 = 0.50 1.25 ibe 7/5 3.00 $}5 540) 4.50 525 26 -- 0.50 25 2.00 3.00 35 7/5 7/5) 55745) 27] -- 0.50 le25 2.00 Be25 67/5 4.50 525 28 -- 0.50 he 25 2.00 B25 3357/5 4.25 a2) 29 -- OR75 125 75 2085) 3}5 50) 3657/5 4.50 550 30 -- 0.50 25 2 25) 75 7/5) $6 7/5 4.50 525 31 -- 0.75 1.50 2.50 3.00 8367/5) 4.75 525 32 -- 0.50 1.25 Ns 7/5 3.00 35.75) 4.50 5.00 33 = 0.50 125 2.00 3.00 $35 510) by U5) 5.00 34 -- 0.50 25 2 225) 3.00 3.75 5.00 3)52)0) 35 -- 0.50 1.25 2.00 $}, 25) 4.00 5.00 5.00 36 -- 05 7/5) to 7S 72. 25) 3525) Be 7/5 4.75 35 7/5) 37 -- 0.75 he7v5 2.50 3525 35 7/5 4.50 5.50 38 -- 0.50 1.50 2.00 3.50 4.50 5.00 D0) 39 -- 0.50 25 DDS) 3.25 3657/5) 4.75 56 50) 40 -- 0.75 1.50 2.00 DeiS $3575 4a25 5.00 41 “> OR75 2.00 2.50 3575) 4.00 4.75 55 5)0) 42 -- 0.50 25) 2.00 3.00 3575 4.50 535 225) 43 -- Oo75 Lo 7/5 2 25} 3.00 4.00 4.50 56 510) 44 -- 1.00 1.50 2 225) 3625) 4.00 b1/5 5.50 45 -- 0.50 1.50 Do D5 3.50 3.50 5.00 5625 46 -- 0.75 1.50 2.00 3525 3.50 4.50 525 47 -- 0.50 ilo 7/5 2 25) 3525 34 7/5 4.75 55 25) 48 -- 0.50 25 lo 7/5 25 33,50) 4.25 56 25) 49 -- 0.75 1.50 2.00 3525) 3475 4.75 5y5 50) 50 -- 0.75 le75 BEDS) 3.00 4.00 MoUs 5.50 51 -- Os 7/5 Ie 7/5) 2.50 3,25 4.00 4.75 D0 52 -- 0.75 We 7/5) 2, 05) 3}5510) 4.00 4.75 6.00 59 -- O>7/5 575 D5) 3525) 357/5) G75) 5525) 54 -- Oo7/5 1.50 250 3525) 4.00 5.00 55/2 55) -- OS7/5) 155.0 22D 335 50) 3.50 4D BG 5) 56 -- On25 1.00 2.00 3.00 $5 510) 4.50 525) 57 -- 0.50 S25) 2.00 3.00 3550) 4.50 55 25) 58 -- 0.50 25 2.00 Do 7/5) 3.50 4.75 5.50 59 -- 0.75 1,50 2.00 3.00 35 7/5 1/5) 5625 60 -- 0.50 150 De 2S) 315 510 4.00 B15) 535510) 61 -- 0.75 25) 2 DS: 3.00 3.50 Bos 5.50 62 -- 0.75 N50) 2.50 3.00 4.00 4.75 5.50 63 -- Os 7/5 he7/5 2.50 3567/5 3550) BOS) 5.50 64 -- 0.50 50 ike 7/5) 250 35 7/5 4.25 Nn 225) 65 -- 0.50 e775 2.00 3.00 4.00 4.50 525 66 -- 0.50 150 2.00 B25) S675) 4.25 5.50 67 -- 1.00 50 Do DS 3550) 37/5 4.50 56 5X0) 68 -- 0.75 ihe 7/3 Det) 3.50 3675 4.50 55 25) (Continued) (Sheet 4 of 10) Wave No. (OC a +21 +20 Table 11 (Continued) 0.75 1.50 2.00 B25 4.00 0.75 1.50 De De) 3.50 4.25 0.75 1.50 2.25 3.50 4.25 0.50 0.75 2.00 ofS 3.25 0.50 1.50 275) 3.00 3.25 0.75 1.50 P50) 3.25 3.75 1.00 1.50 2.00 $3, 25} 4.00 O75 57/5) D735) 8} 725) Sea) OR75 1.50 7h 25) 3.00 3475 OR75 1.50 2.50 3y50 4.25 0.50 oS 2.50 3.00 4.00 1.00 1.50 2.00 DoS 3} 25 125) eS Dd 725) $525) 4.25 We25 125 2.25 3.00 3575) 1925 Ne 7/5) 2.25 3.00 3}57/5) DDS) 1.50 2.50 3.50 3475 2.00 oS) 2.50 3.50 334 1/5) 1.75 1.75 2.25 5625) 3675) 1.75 2.00 2.50 325 4.00 0.75 1.25 2.00 3.00 3.50 0.75 1.50 2.00 715) 4.00 0.75 1.50 2.50 85 1/5) 4.25 0.50 1.50 Py, 25) $3, 25) 4.00 67/5 1.50 2.50 3.50 4.00 1.00 1.50 2.50 836 725) 5}, 7/5) 0.75 1.75 2.50 3.75) 4.00 0.75 1.50 2.50 3.50 4.00 0.50 1.25 2 DS) 2.75 3.50 0.75 1.50 2. 25} 3.00 3/5 0.75 Leo75 2.50 3925 S675) 1.00 1.50 15) $25) 4.00 0.75 75 21/8) 3.75 4.50 0.00 0.75 1.75 2.50 325 2.25 2.00 2575 3.75 4.50 0.72 1.48 2.21 3.18 3.80 0.33 0.22 0.24 0.28 0.24 swl = 8.6 ft; T = 14 sec; H = 17.0 ft 0.50 E75 DED) 3} 50) 3675 0.75 25) De D5} 3.50 3575 0.50 1.50 23 D5) 3.25 4.00 (Continued) +10 swl = 8.6 ft; T = 12 sec; H = 16.0 ft (Continued) 4.50 4.25 4.50 4.50 4.25 4.75 4.25 4.50 4.25 4.75 4.50 4.50 5.00 4.50 4.75 4.75 4.75 5.00 4.50 4.25 4.50 4.75 4.50 4.75 5.00 4.75 4.75 4.50 5.00 5.00 5.00 5.50 4.25 5.50 4.65 0.23 Secondary Pressure, psi, for Indicated Elevation, ft +18 +16 +14 +12 +8 So US) 5.00 5.00 5.50 5.125 5.50 Bo 45) B)p 245) So 245) 3)p 2)0) 55 SW) D2) 5.25 Do 4S) Bo 249) 5.50 5.50 5.50 5.50 5.00 5.25 ofS) 5.50 oD) S)o 1/5) 5.50 So UD 5.00 5) 75s) D)o 5X0) 5.50 6.00 5.00 6.00 5.38 O22. 5675) 5.00 4.75 (Sheet 5 of 10) Wave No. Table 11 (Continued) Secondary Pressure, psi, for Indicated Elevation, ft +16 +21 +20 0.75 1.00 1.00 1.00 0.25 0.50 0.50 0.50 0.50 0.75 0.75 0.50 0.50 0.50 0.50 0.75 0.75 0.50 0.50 0.50 0.75 0.75 0.75 0.75 0.50 0.50 0.50 0.50 0.75 0.75 0.75 ORS 0.50 ORNS 0.50 Os 7/2 1.00 1.00 0.75 0.50 0.75 0.75 0.75 1.00 1.00 +18 T = 14 sec; 1.50 Ibs 3 1.50 I 5 225) Los 1.50 1.50 1.50 Is 7/5) Wo 7S 1.50 1.50 Ike 7S 1.50 1.50 2.00 1.75 1.50 1.50 1.50 1.50 1.75 1.75 1.50 2 1.75 Ug 25) ike 75) 1.50 1.50 1.50 1.50 150 1.50 1.50 ke 7/5 1.50 1.50 1.50 Iho 7/3) NoZs Iho 75) 1.50 1.50 Ibo 25) H +14 +12 +10 swl = 8.6 ft; ° = 17.0 ft (Continued) 225 3225 D725) 3825 D5) 325 2.00 S525) 2.00 3725 D5 705) 3e25 7), 725) 3.50 DDS; 3.50 2205) 3.50 2.50 3.75 Ds DS) 2ollS 225 3.25 Dig D5; 3.50 Ds D5 30) 225 36 7/5) 2.50 334510) 2.50 3.50 Ds DS 3.00 2 25 3.50 2.00 3.50 2.50 B25 2.50 3.50 Big DS) 3.00 2625 3.25 2.50 2.75 2g D5) B25 Z25) 3.50 2.50 3525 2.00 B25 2.50 35 25 25510) 3.50 2.50 325 2.00 3.50 225 3.50 De 25) 3625) 2.50 3525 2n25 325) Po 5X0) 3525) 2. 725) 3.50 Ds PS) B25 225 3.50 2.00 3}, 510) 2.50 S25) 2.00 Be25 Ds 25) 3.50 (Continued) 3.75 4.00 4.00 4.00 4.00 4.25 4.25 3.50 3.75 4.00 3.75 4.00 4.00 4.00 3.75 3.75 3550) 4.00 4.00 4.00 4.00 4.00 3.75 3.50 3.50 3.75 Sve) 4.00 3.75 4.00 4.00 Sol/D 4.00 3.75 3.75 3.50 36 US) 3.75 3.75 4.00 3.75 3.75 4.00 ofS 4.00 4.50 4.75 4,50 4.50 4.75 5.00 5.00 4.50 4.75 4.75 4.50 4.50 4.75 4.75 4.75 4.75 4.75 4.50 5.00 4.75 4.75 4.75 4.75 4.75 4.50 4.75 5.00 4.50 4.75 4.75 4.75 5.00 4.50 4.75 4.50 4.50 4.75 4.75 4.75 4.75 4.25 4.75 4.50 5.00 5.00 +8 Bp 45) b)5 743) 5.00 5.00 5.00 50 2S) 52> 35 0) Do 745) 5.00 5.50 5.50 D5 45) 5.00 5545) 55 2S) 55 2S 5.50 5525) 5.25 4.50 5.00 5.50 Bo 5) Bo 8) 5.25 5.25 5) 210) 5.25 Bo 45) 5.25 5) 2D D129 5.50 4.75 5.00 4.75 5.50 5.25 5.00 5.00 4.75 5.00 4.75 So 75) (Sheet 6 of 10) Table 11 (Continued) a a eee Wave Secondary Pressure, psi, for Indicated Elevation, ft No. uPA +20 +18 +16 +14 +12 +10 +8 swl = 8.6 ft; T = 14 sec; H = 17.0 ft (Continued) 49 -- 0.75 1.25 2.00 3.00 3.50 4.50 5.00 50 -- 0.75 1.50 235,225} 3.25 3.50 4.50 5.50 51 -- 0.75 1.50 2.25 33525 3657/5 4.50 5525) 52 -- 1.00 Le2S 2.00 3.25 3o U5 4.75 5.00 53 -- 0.75 1.75 2.25 3525) 3.50 4.50 5.50 54 -- O75 1.00 2.00 3.00 3675 57/5) 4.75 55 -- 0.75 1.50 505) 3.50 4.25 4.75 S25) 56 -- 0.75 1.25 2.00 3.00 35 7/5 4.50 De 7/5 S57 -- 0.50 1.50 De QS) 34,25} 3.75 4.75 5525 58 -- 0675 50 Dea5 3.50 3657/5 4.50 567/53 59 -- 0.50 1.50 De 25 DoS 3575 4.50 4.75 60 -- 0.75 25 230 25 3} 245) 3675 5.00 5.00 61 = 0.75 1.50 2.00 2.75 3.25 5.00 5625 62 -- 0.50 N25 2.25 3.50 3567/5) 5.00 4.50 63 -- 0.75 25 2.00 VAP ho) $35 SX0) 5.00 56 25 64 -- 0.25 1.50 2625) 3.50 3.50 4.50 5.50 65 -- 0.25 1.75 2.25 3.50 3.75 4.75 5.50 66 -- 0.50 1.50 7,245) 3.00 3467/5 5.00 5.25 67 -- 0.50 2.00 2.50 3.50 4.00 4.75 5.00 68 -- 0.75 Thin 25) Bog 25) 3.50 4.25 5.00 5.00 69 -- 0.75 1.50 Do 25) 2.75 4.00 4.75 5.00 70 -- 0.75 S25) 2.50 3.25 4.25 5.00 4.25 71 -- 0.50 1.75 De U5) 3.50 4.25 4.75 56 7/5 72 -- 0.75 1.50 Be, 2S 3}5 25) 3.75 4.75 55 25) 73 -- 1.00 1.50 2 DS) 3.50 4.25 5.00 4.75 74 -- 1.00 1.50 6 DS) 3.00 4.00 5,25 54 25 75 -- 0.50 1.25 2.50 3.50 3.75 4.75 5.00 76 -- 0.75 1.50 26S) 3}5 25 3.50 5.00 5425) 77 -- 0.75 TD 2.25 3.00 3.50 4.75 5525) 78 -- 1.00 1.75 De PS 3.00 3575 5.00 5.50 79 -- 0.75 2.00 2.50 3.50 3.50 55 25) 5.00 80 -- 0.75 1.50 2.50 3.50 4.00 5.00 5625 81 -- 1.00 150 2.50 33525 3.50 4.75 5.00 82 -- 1.00 125 7, 25) 3.50 3.75 Ae 1/5) 5525) 83 -- 1.00 Lo 2S D2 3625) 3.75 5.00 5.50 84 -- 0.50 1.50 Ds 25) 3625 S25 4.75 550 85 -- 0.75 1.75 2.50 3.50 3.75 5.00 5550 86 -- 0.75 1.50 De DS) 3.00 4.00 4.25 55 25) 87 -- ORS 1.50 2 DS) 3.50 4.00 5.00 5,25} 88 -- 1.00 1.50 75 5X0) 335,510) 3.75 AWD) 55 50) 89 -- 0.75 1.50 2.25 3.50 4.50 5.00 5525) 90 -- 0.75 1.75 De DS 3525 3575 4.75 Jo 50 91 -- 0.50 1.50 ye D5) 3.50 3675 4.50 5650) 92 -- 0.75 75 2.50 3.50 4.00 S25 5525) 93 -- 0.75 2.00 oT) 3.75 b 25 5.00 5.00 (Continued) (Sheet 7 of 10) Table 11 (Continued) Wave Secondary Pressure, psi, for Indicated Elevation, ft No. +21 +20 +18 +16 +14 +12 +10 +8 swl = 8.6 ft; T = 14 sec; H = 17.0 ft (Continued) WOAONDAU EWN 1.00 1.00 0.75 0.50 0.75 0.50 0.75 0.25 1.00 0.70 0.19 OrRN RF FPR RFF ree o> Melt 0) bel Gt 0] em ey ciel? ef eel © wi io) swl = 8.6 ft; T = 14 Wh 245) Uo 05) 1.75 2.00 2.00 2.00 2.25 2.25 Does 2.00 Do L5 2.00 1.75 2.00 2.50 3675) 2.50 4.00 2.00 325 2.00 3.00 DDS) BrIZ5 2.00 316 25) Dds 025) 3.50 2.00 2575) 2.75 4.00 2.28 36 3)2 0.17 0.24 sec; H = 3.00 3.50 25 15) 3675 2.75 4.00 3.00 3587/5 2.50 4.00 3.00 3.50 eS) 4.00 26 1/5) 4.00 3.00 4.25 3.00 4.25 3.00 335 7/5) 3.00 4.25 7257/5) 4.25 3.00 3}, 50) 2.50 4.00 2.50 4.00 DoS 3.75 3.00 3675) BoT5) 34 7/5 3.50 4.00 3525) 35 7/5) S25 36 7/5) BSUS 3.75 2.50 3525) DST 3675 eo TS) 3.50 3.00 3357/5 DAYS 4.00 (Continued) OWFW WHWWWLH fo) oO 5.50 5.00 5.00 4.75 5.00 3545) 5.00 4.00 5.50 4.77 0.24 5.25 5.00 5.50 DZD So 2) 5.50 5.00 5.00 5.50 5.00 4.75 5)o 510) 5.50 4.75 5525, DatiD 4.50 5.00 5.50 5625 4.25 67/5 5.19 0.29 5.50 5.50 5.50 D575 5.50 36 Ys) 55 7/5) (Sheet 8 of 10) Table 11 (Continued) Wave Secondary Pressure, psi, for Indicated Elevation, ft No. +21 +20 +18 +16 +14 +12 +10 +8 swl = 8.6 ft; T = 14 sec; H = 11.4 ft (Continued) 29 -- 25 2.00 QD 4.00 lve 25) 5325 5675 30 -- I 6 QS oS) DoS 3575) 4.25 5.50 D0 31 -- 2 2 DS) 3.00 4,25 4.50 55510) 6.00 32 -- 25) 2.00 2o 5 34 50 4.25 5.25 56 75 338} -- 25 2.00 725, NO) SD 4.00 5625 5.75 34 -- 1.50 2.00 3.00 Ay D5) 4.50 5525) 56 7/5 35 -- io 50) 2.00 DoS 37/5 4.50 DoD) 56 7/5 36 -- I, 25 Le7S 25 7/5) by 25) 4.00 56 25} 56 7/5 37 -- 1.00 2.00 Deis) 4.00 Uy 5) 5,25 5525 38 -- ig 25 he7S 2 XO 3.50 4.00 5.00 5), 50 39 -- 25 LoS 3.00 4.00 Ly, 228) 56 7/5 55 7/5 40 -- 25 2.00 Det 3 4.00 4.00 5625 5675 41 -- 1.50 2 25) 31525) 4.50 bo75 5675 6.00 42 -- 510 20 B25 4.00 4.25 5525) 6725) 43 -- 1.00 2.00 Pe, 50) 3575) 4.00 55 50) 5650 44 -- 1.00 2.00 2S 4.00 4.25 5550 5,25 45 -- e625 2.00 oS) 4.25 4.50 5.50 5.50 46 -- 1s 2S 2.00 3.00 4.25 4.50 5525 5675 47 -- 25 2.00 DoS 4.25 4.25 5}q 225) 5.50 48 -- R25) 225225) Se25 4.25 4.50 5575 5575 49 -- fey) 2.00 2a YS 3675 4.00 5.00 5.50 50 -- i, 5O 25 (25) 3.00 4.25 4.50 5.50 56 7D Sil -- 25) D5 DS 2.75 4.25 4.50 Dey25) 56 7/5 52 -- 1 25} 2.00 265 4.00 4.00 5, 25 D0 53 -- 25 Le 7/5 3.00 3575 4.25 5625 5.50 54 -- ey25 eo W/S 2675 3.50 4.00 55 50 5525) 55 -- 1.50 2.00 3625 4.25 4.50 5.50 55/5) 56 -- I 625 2.00 2o 5) 36 7/5) 4.50 5625 5, 7/5 57 -- 1 6 25) 2.00 3.00 4.00 4.50 5.50 5550) 58 -- 25) DS) 265 3675 4.25 5625 5)5 50) 59 -- 25 DoLs 2575) 4.00 4.25 5525 5, 50) 60 -- 1625 2.00 20) 3575 4.00 5525) 5.50 61 -- 25) Lo 7/S Dold 3575 4.00 5.50 5657/5 62 -- 150 2.00 3.00 by DS) 4.50 SD 5675 63 -- L625} L675 Pde, HO) 35 510) 4.50 5525 5525) 64 -- 25 2.00 3.00 4.00 4.50 55 50) 5525) 65 -- 25) 2.00 DotlS 357/53) bo 25 5525) 5.50 66 -- 25 2.00 3.00 4.00 Bo D5) 5367/5 5675 67 -- 1625 2.00 $3, 25) 4.00 4.25 5525) 5525) 68 -- I 625) 1.50 21S 25 4.50 5525 5.50 69 -- 150 725) 336 25) 4.25 4.75 5367/5 SES) 70 -- 50 ei 3625) 3675 4.50 5,25) 56 7/5) Til -- 1h, BS 2.00 3.00 4.00 OPS) 5525 55/3 72 -- 1, 50) 2.00 3525 G5 25) 4.75 55 KO) 535 50) 73} -- 2) 2.00 3.00 4.00 (ive 25) 5.00 5.50 (Continued) (Sheet 9 of 10) Table 11 (Concluded) Wave Secondary Pressure, psi, for Indicated Elevation, ft No. anal +20 +18 +16 +14 +12 +10 +8 swl = 8.6 ft; T = 14 sec; He= 11.4 ft (Continued) 74 -- th 725) WES 2.75 4.00 4.00 5.50 Dell D 75 -- 5725) Is 2) Id) SATS 4.25 30/45) 5.50 76 -- 1.50 2.00 B50 4.75 4.50 5) 2S) 6.00 77 -- 12) 2.00 3)5 45) 4.00 4.50 01/2) 5.50 78 -- tS 2.00 oS 4.00 4,25 35/45) 5)5 75) 79 == bo Z25) 2.00 3.25 30 US) 4.25 Bo 1/2) a fs 80 -- 1525 2.00 3.00 36/5 4.00 S)5 5) 3351/5 81 -- 1.50 io 7S Zr) 4.00 4.50 35 5) 30 IS 82 -- Ih 25) 2.00 3.00 30/5 4,25 5.00 6/2) 83 -- 1.50 7 (45) 3.00 4.00 4.75 5), 510) 6.00 84 =-- 1.50 Za25 3.00 4.00 4,25 5) 245) 56 1/5) 85 == 1 62S 2.00 Det) 35/5 4.50 5) 510) 56 1/5 86 -- 1.00 hs 73) 0 YS 36 > 4.50 5)5 25) 5.50 87 =< 16 25) 2.00 3.00 4.00 4.50 35 SM) Do 3) 88 == 1Wy25) 2.00 22> MS) 365 7/5 4.50 5.00 5) 1/5 89 == 2) i 75 3.00 4.00 4.25 5.00 D6 1/5 90 —- L528) 2.00 3.00 4.00 4.50 5.50 Bo 30) 91 == Io Zs) 2.00 3.50 3575) 4.50 5.00 Sp 45) 92 —— 125 2.50 Ze 4.00 4.50 5.50 55 2S) 93 == 1.00 Ike 7S) 3.00 3a 1/5 4.25 50.25) 5.50 94 == 1.25 2.25 3.00 3.75 4.50 5.50 5.50 95 == 1.50 2.00 3.00 4.00 4.25 bel) 5.50 96 =—— 1.25 2.00 3.00 4.25 4.50 5.50 5)o 7/3) 97 —— 1.50 2.00 5)5 745) 4.25 4.50 6.00 6.00 98 -- 1.50 Zit) 3.25 4.25 4.50 50 45) 5)o 1/5) 99 == 1.25 Zo 025) Zot) 4.25 4.25 5.50 5.50 100 == Lo 25) 2.00 Bo l!S 4.00 4.25 5.50 p79) Min == 1.00 IG EXO) 2.50 S)o V5) SJol/5 4.75 D25 Max -- Ley 2.50 3.50 4.75 4.75 6.00 6.25 Mean =-- 1.28 2.00 2.88 3.94 4.33 5.38 SoS) Std. 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JTVOS 130G0W AGALS ALIMUAVLS TTVMV aS SVUALIVH advo sydeisoiphy a3ins—wi0j{s AYy—-E] pue pszeTAesIGge 242 YITM SuTISe} IeIje ESyY UBT JO MeTA opTs—eeg °*67 010d oe nt = 7 | AAA ie LANAAA e - ARG dis Xe ONILSAL YaLIV eSbu NVId - 2:1 FIVIS TAGOW ‘AGALS- _ ALIMIGVLS TTVMV AS SVUILLVH FV) ‘ sydeisoipAy o8ins—Wi01S AIY-E¢][ pue psyeTAsIqqe 24 YITM BuTIse Jose ESyY UeTq JO META pug “OE OJ0Ug HdVYSOYUCAH J9YNS WHOLS GALVIASYEEV (GOINY3d Y3d NIW SL) d3LS HOV3S LY NOY 3Y3aM 03S Zt GNV OL ‘8 ‘9 4O SGOIYSd SAVM SYNOH ‘JWIL 3dALOLOUd oe 0% OL n + fe) D Ss n Cc D 9) m ‘ 44 PLATE 1 OAS vl = GOIYAd AAVM WNWIXVW HdVYDOHYGAH ADYNS WHOLS YNOH-EL SYNOH ‘SWIL 3dALOLOUd OLLO9L OSL OVL OSL OZL OLL OOL OG O8 OL O09 OS OH DOE OC OL OL 0c 1 1 oe Ov OAS VL JAS vl os 09 J4S HL =1)° 94S PE = LN OL 08 JAS vl =1|™ S + iT = + n m ) 06 JAS PL=LI|t YH ‘NOI LVYNG 13 ‘1MS d3ls 14 ‘3DYNS WHOLS PLATE 2 G2: 3IWOS 130OW LSLY NW1d NOILOSS SSOYO LNAWL3SASY IWOIldAL 4Od SZL LV NOLS 97 09-O1-z =5M 40d S9L LV ANOLS 81-100'0 =SM 4Od SZL LV ANOLS 81-0S1 = "M 4Od S9L LV ANOLS 81-100 = "M 4Od S9L LV ANOLS NO1-O'L = =M 4Od SQL LV 3NOLS 81-110 ="M 4d S9L LV ANOLS NO1-S'z = °M 4Od S9L LV 3NOLS 81-8Z'0 = °M 4Od OSL LV SGOdVLS NO1-0'S = 'M 4Od LOL LV SGOdV1S 81-Le'0 = 'M AdALOLOUd 1S0G0W SOILSIYSLOVYVHS IVINALV AGIs Vas TIVMV4S TVIILYAA Ld OE€C+ PLATE 3 Se: JIVOS 1SCOW LScW NV 1d NOILOJS SSOHD LNAWLIASY IWDIdAL 40d SZL LV NOLS 87 09-O1-z =5M 40d 991 LV NOLS 81-100°0 =9M 40d S71 LV NOLS 91-051 = "M 40d S91 LV NOLS 81-100 = "M 40d S91 LV NOLS NOL-S'z = =*M 40d G9L LV ANOLS 81-82'0 = ©M 40d S91 LV ANOLS NOL-8'¢ = 2M dod G9L LV ANOLS 81-£¢'0 = ©M 40d OGL LY SGOdVLSNOL-O'G="M 49d LOL LV SGOdVLS 81-2e'0 = ™M AdALOLOUd 13a0G0W SOILSIHALOVYVHOD TVIYALVIN TIVMV4IS AGIS VAS TVIILYAA Ld OET+ PLATE 4 S¢é:k AIVOS TSGOW LSEY NW 1d NOILOAS SSOYO LNAWLSASY WOldAL 4gIs V4S ADd GCL LV ANOLS 81 09-O1-Z2 dod SZL LV ANOLS 871-0S1 dod S91 LV ANOLS NOL-G’Z dod GOL LV ANOLS NOL-6'¢ - 49d 0S1 LV SGOdV1S NOL-0'S ddALOLOUd SM uM EN eM Tm 4Dd G9L LV ANOLS 81-100'0 = 2M 4Od GOL LV ANOLS 87-100 = "M 4Od SOL LV SNOLS 81-820 = EM 40d S9L LV JNOLS 81-SS'0 = °M 4Od LOL LV SGOdVLS 97-Le'0 = "mM 1a0G0W SOILSIYALOVYVHS IVIYALVN Lid OES+ TIVMVIS TVIILYAA PLATE 5 Sé: AIVOS 1SGOW LSvY NW 1d NOILOSS SSOYO LNAWLAASY WOldAL 4gIs Vas 4Od GZL LV ANOLS 87 09-O1-z =9M 4Od SZL LY ANOLS 81-01 = "mM 40d S9L LV ANOLS NOL-S'z = =m 4Od S91 LV ANOLS NOL-€'9 = @M 40d OSL LV SGOdVLS NOL-0'S = 'M AdALOLOUd 4Od S91 LV 3NOLS 87-L00'0 =9M 4Od S9L LV SNOLS 87-L10'0 = "M 4Od S9L LV ANOLS 981-820 = =m 4Od SOL LV NOLS 81-120 = °M 4Od LOL LV SGOdV1S 81-Le'0 = 'M 14SG0W SOILSIYALOVYVHO IVIYALVA Me) OS Gr T1IVMV4Ss TVIILYAAN PLATE 6 G2:L AIWOS 1300W eSvy NW 1d NOILOAS SSOYO LNSWLSASY IWOldAL dgls vas 40d SZL LV ANOLS 97 09-O1-Z =5M 40d S9L LV ANOLS 91-L00°0 40d GZL LV ANOLS 87-0S1 ="M Add S9L LV ANOLS 81-100 4Od GOL LY ANOLS NOL-S'z = =M ddd G9L LV ANOLS 81-820 4Od SOL LV ANOLS NOL-€'9 = °M 4dd S9L LV ANOLS 91-120 4Od OSL LV SGOdVLS NO1-0'S = 'M 49Od Z9L LV SGOdVLS 81-ZLE'0 AdALOLOUd 14aG0W SOILSIYALOVYVHO IVIYSLVW WORX Ag =S\M =%M = EM =°M =I TIVMV4AS IANYNIFIY PLATE 7 PLATE 8 ELEVATION, FT b uw 2 ie) = Ww — w LEGEND —@— PEAK —@— AVERAGE POSITIVE —-O-— AVERAGE NEGATIVE 20 30 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 SWL = +2.6 FT T = 8 AND 10 SEC H = 11.1 AND 11.0 FT ELEVATION, FT b wu 2 9 - < > w ai w LEGEND —é@— PEAK —@— AVERAGE POSITIVE -~O-= AVERAGE NEGATIVE aL 30 50 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 SWL = +2.6 FT T = 12 ANO 14 SEC H = 12.6 AND 12.7 FT PLATE 9 T =6SEC H=11.5 FT 20 15 10 fe uw 2 ce} = Sg aw Pye Sheree Bere alone beter 1h w 0 5 -10 23 T=8SEC H = 13.1 FT 20 15 5 i ee fe} = < > ae eS Be SWE i ) LEGEND —é— PEAK —2e— AVERAGE POSITIVE = —O-— AVERAGE NEGATIVE -10 10 20 30 40 50 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 SWL = +4.3 FT T = 6 AND 8 SEC H = 11.5 AND 13.1 FT PLATE 10 ELEVATION, FT ELEVATION, FT 10 -5 5 SWL LEGEND —é— PEAK —o— AVERAGE POSITIVE = —O— AVERAGE NEGATIVE 10 20 30 40 50 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 SWL = +4.3 FT T = 10 AND 12 SEC H = 12.8 AND 12.7 FT PLATE 11 PLATE 12 ELEVATION, FT ELEVATION, FT -5 -10 SWL LEGEND —@— PEAK —@®— AVERAGE POSITIVE =-O-=— AVERAGE NEGATIVE 10 20 30 40 50 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 = +4.3 AND +6.9 FT T = 14 AND 6 SEC H = 13.1 AND 10.7 FT ELEVATION, FT (= if z2 9 = rm 4 wu LEGEND —a— PEAK —@— AVERAGE POSITIVE = —O-— AVERAGE NEGATIVE —l — vot | 20 30 40 50 60 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 SWL = +6.9 FT T = 8 AND 10 SEC H = 13.4 AND 14.0 FT PLATE 13 H = 14.7 FT 20 15 10 pa uw = 9° & So) w J w 0 -5 -10 ea H = 15.7 FT 20 15 nS 10 if z {e) 2 oes oO SS 4 fr 8 al w 0 5 LEGEND —h— PEAK —e— AVERAGE POSITIVE ——O- — AVERAGE NEGATIVE -10 (0) 10 20 30 40 50 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 = +6.9 FT, T = 10 SEC SWL H = 14.7 AND 15.7 FT PLATE 14 H = 12.0 FT ELEVATION, FT H = 14.0 FT 20 15 10 ‘3 uw 2 etl yan SR ba Sb Brswi E >) w = w o LEGEND —&@— PEAK 5 —@— AVERAGE POSITIVE --O-=- AVERAGE NEGATIVE -10 i Lc a ae et oa -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130140 150 160 170 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 SWL = +6.9 FT, T = 12 SEC H = 12.0 AND 14.0 FT PLATE 15 H = 16.0 FT ELEVATION, FT H = 13.3 FT E iL z S) —- < > Ww =| w LEGEND —@— PEAK —@®— AVERAGE POSITIVE --O-— AVERAGE NEGATIVE -10 0 10 20 30 40 50 60 70 80 90 100110 120 130 140 150 160 170 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 SWL = +6.9 FT, T = 12 SEC H = 13.3 AND 16.0 FT PLATE 16 H = 12.0 FT ELEVATION, FT H = 14.0 FT ELEVATION, FT LEGEND —t— PEAK —@— AVERAGE POSITIVE = — w 4 w LEGEND —@— PEAK —@— AVERAGE POSITIVE --O-— AVERAGE NEGATIVE -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140150 160 170 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 SWL = +8.6 FT, T = 10 SEC H = 12.1 AND 14.8 FT PLATE 20 ELEVATION, FT be uo 2 2 FE =< > w = w LEGEND —@— PEAK —@— AVERAGE POSITIVE =-O-= AVERAGE NEGATIVE -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130140 150 160 170 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 SWL = +8.6 FT = 10 AND 12 SEC T H = 15.8 AND 12.0 FT PLATE 21 H = 14.0 FT ELEVATION, FT 23 H = 16.8 FT 20 15 . 10 u 2 ) Ee < m a w 0 LEGEND —@— PEAK —@— AVERAGE POSITIVE -5 --O-- AVERAGE NEGATIVE -10 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 SWL = +8.6 FT, T = 12 SEC H = 14.0 AND 16.8 FT u PLATE 22 ELEVATION, FT ELEVATION, FT 23 20 = o oa -5 -10 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 PRESSURE, PSI T= 14SEC H= 12.0 FT [SE ey thal. Batol SL, LEGEND —a— PEAK —@— AVERAGE POSITIVE --O-= AVERAGE NEGATIVE 10 20 30 40 50 60 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 SWL = +8.6 FT T = 12 AND 14 SEC H = 16.0 AND 12.0 FT PLATE 23 H = 14.0 FT ELEVATION, FT H= 17.0 FT ELEVATION, FT LEGEND —t—_ PEAK —e@— AVERAGE POSITIVE = —O-— AVERAGE NEGATIVE 20 30 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 +8.6 FT, T = 14 SEC SWL H = 14.0 AND 17.0 FT PLATE 24 = [=) oa Fe uw 2 ie) e < > Ww _ w LEGEND —4— PEAK —@—_ AVERAGE POSITIVE —- -—-— AVERAGE NEGATIVE 20 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S1 SWL = +8.6 FT T = 14 SEC H = 11.4 FT PLATE 25 [= ao z ©) = < > rm = w ELEVATION, FT LEGEND —@— PEAK —@— AVERAGE POSITIVE --O-—- AVERAGE NEGATIVE 10 15 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S2 SWL = + 2.6 FT = 12 AND 14 SEC Tt H = 12.6 AND 12.7 FT PLATE 26 ELEVATION, FT r= L z 9 - < > Ww a Ww LEGEND —@— PEAK —@— AVERAGE POSITIVE —--O-— AVERAGE NEGATIVE 10 15 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S2 SWL = +4.3 FT T = 10 AND 12 SEC H = 12.8 AND 12.7 FT PLATE 27 PLATE 28 ELEVATION, FT (= fe z 9 - < > w a w LEGEND —@— PEAK —@— AVERAGE POSITIVE —-O-=— AVERAGE NEGATIVE 5 10 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S2 L = +4.3 AND +6.9 FT T = 14 AND 6 SEC H = 13.1 AND 10.7 FT o o ELEVATION, FT [> uw 2 9 = < > w = wu LEGEND —@— PEAK —@— AVERAGE POSITIVE —~O-— AVERAGE NEGATIVE 10 15 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S2 SWL = +6.9 FT T = 8 AND 10 SEC H = 13.4 AND 14.0 FT PLATE 29 H = 14.7 FT ELEVATION, FT H= 15.7 FT rs uw = iS) E < = w a w LEGEND —@— PEAK —@— AVERAGE POSITIVE —-O-= AVERAGE NEGATIVE 5 10 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S2 SWL = +6.9 FT, T = 10 SEC H = 14.7 AND 15.7 FT PLATE 30 H = 12.0 FT ELEVATION, FT H = 14.0 FT b uw z 9 = < > w a w LEGEND —@— PEAK —@— AVERAGE POSITIVE -- w a w LEGEND —@— PEAK —@— AVERAGE POSITIVE —--~O-— AVERAGE NEGATIVE 10 15 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S2 SWL = +6.9 FT, T = 14 SEC H = 16.3 AND 11.2 FT F w 2 Q F < > w a) w ELEVATION, FT LEGEND —@— PEAK —@— AVERAGE POSITIVE -- w =! w ELEVATION, FT LEGEND —@— PEAK —@— AVERAGE POSITIVE ~-O-— AVERAGE NEGATIVE 5 10 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S2 SWL = + 8.6 FT T = 10 AND 12 SEC H = 15.8 AND 12.0 FT PLATE 37 H = 14.0 FT ELEVATION, FT H = 16.8 FT bE uw 2 9 = < > w a Ww LEGEND —é@— PEAK —@— AVERAGE POSITIVE --~O— AVERAGE NEGATIVE 10 15 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S2 = +8.6 FT, T = 12 SEC SWL H = 14.0 AND 16.8 FT PLATE 38 ELEVATION, FT [= uw 2 re) - < > w ay w LEGEND —@— PEAK —@— AVERAGE POSITIVE ~-O-=- AVERAGE NEGATIVE SS ee) 5 10 15 20 25 30 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S2 SWL = +8.6 FT T = 12 AND 14 SEC H = 16.0 AND 12.0 FT PLATE 39 H = 14.0 FT ELEVATION, FT H= 17.0 FT = o a ELEVATION, FT LEGEND —é@— PEAK —@— AVERAGE POSITIVE --~O-= AVERAGE NEGATIVE 10 15 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S2 SWL = +8.6 FT, T = 14 SEC H = 14.0 AND 17.0 FT PLATE 40 1d Vt =H CES ib = J 14 98+ = IMS eSvy NW 1d SSYNSSAdd AAVM JO NOILNGIYLSIC OL 09 ISd ‘SYNSSAYd Ov oe AAILVSAN JDVYSAV AAILISOd JADVYSAV ia) Wvsd N3a931 S oO = 14 ‘NOILVA3S143 PLATE 41 . 6.0 PSI iets OT 20 20 18 16 15 14 12 = 1 10 is Zz 8 = .¢ mm & al w 0 -5 -10 23 ns 6.0 PSI H= 14.7 FT 20 20 18 16 15 14 12 10 10 uw 3 8 Seat Cee AG a a ee ee e i? m =) w 0 LEGEND “ —@— PEAK —@— AVERAGE POSITIVE -10 te) 5 10 15 20 25 30 35 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S3 = +6.9 FT, T = 10 SEC = 14.0 AND 14.7 FT SW PLATE 42 ELEVATION, FT ny o oa F wu 2 S) -E < > w I w LEGEND —é@— PEAK —@— AVERAGE POSITIVE 15 20 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S3 SWL = +6.9 FT T = 10 AND 12 SEC H = 15.7 AND 12.0 FT PLATE 43 H = 14.0 FT ELEVATION, FT H = 16.0 FT o oa ELEVATION, FT LEGEND —@— PEAK —@— AVERAGE POSITIVE 15 20 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S3 SWL = +6.9 FT, T = 12 SEC H = 14.0 AND 16.0 FT PLATE 44 ELEVATION, FT ELEVATION, FT 23 20 =5 23 20 =5 T=12SEC 14.2 PSI H= 13.3 FT T= 14 SEC 6.0 PSI eke LEGEND —@— PEAK —@®— AVERAGE POSITIVE 0 5 10 15 20 25 30 35 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S3 SWL = +6.9 FT T = 12 AND 14 SEC H = 13.3 AND 12.0 FT PLATE 45 H=140FT a ELEVATION, FT o 11.2 PSI TIS) As o - ue 2 2 e < > ws a a o LEGEND —O— PEAK —@— AVERAGE POSITIVE 20 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S3 SWL = +6.9 FT, T = 14 SEC H = 14.0 AND 16.3 FT PLATE 46 EF fe z S) e < > Ww a Ww ELEVATION, FT = o a 18.2 PSI LEGEND —@— PEAK —@— AVERAGE POSITIVE 25 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S3 +8.6 AND +6.9 FT 10 AND 14 SEC H = 12.1 AND 11.2 FT SWL ile PLATE 47 12.2 PSI H = 14.8 FT ELEVATION, FT 13.2 PSI H = 15.8 FT = [—) oa Fe uw > 9 = < > w a w LEGEND —@— PEAK —@— AVERAGE POSITIVE 15 20 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S3 SWL = +8.6 FT, T = 10 SEC H = 14.8 AND 15.8 FT PLATE. 48 H = 12.0 FT ELEVATION, FT H= 14.0 FT ELEVATION, FT LEGEND —@— PEAK —@— AVERAGE POSITIVE 15 20 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S3 +8.6 FT, T = 12 SEC SWL = H = 12.0 AND 14.0 FT PLATE 49 20.2 PSI H=16.8 FT ELEVATION, FT 23.5 PSI H = 16.0 FT ELEVATION, FT LEGEND —@— PEAK —@— AVERAGE POSITIVE 15 20 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S3 SWL = +8.6 FT, T = 12 SEC H = 16.8 AND 16.0 FT PLATE 50 13.2 PSI H= 12.0 FT = oO oa ELEVATION, FT 15.2 PSI H= 14.057 Ps w 2 [e} Ee < > au aT w LEGEND —@— PEAK —®— AVERAGE POSTIIVE 15 20 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S3 SWL = +8.6 FT, T = 14 SEC H = 12.0 AND 14.0 FT 18.2 PSI H= 17.0 FT ELEVATION, FT 33.5 PSI inl Ut ales = uw z 9 = < > a 4 Ww LEGEND —@— PEAK —@— AVERAGE POSITIVE 15 20 PRESSURE, PSI DISTRIBUTION OF WAVE PRESSURES PLAN R4S3 +8.6 FT, T = 14 SEC SWL = H = 17.0 AND 11.4 FT TIME RELATIVE TO PEAK = -0.5 SEC = i=) ELEVATION, FT oa TIME RELATIVE TO PEAK = -0.2 SEC. ps ifs 2 9 = < > rt =| rr) TIME RELATIVE TO PEAK = -0.1 SEC ELEVATION, FT 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 12 SEC, H = 12.0 FT TIME INCREMENT = -0.5 TO -0.1 SEC TIME RELATIVE TO PEAK = -0.025 SEC ELEVATION, FT TIME RELATIVE TO PEAK = 0.0SEC po a 2 c} = < > w =| wu TIME RELATIVE TO PEAK = +0.025 SEC ELEVATION, FT 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 12 SEC, H = 12.0 FT TIME INCREMENT = -0.025 TO +0.025 SEC TIME RELATIVE TO PEAK = +0.1 SEC o ELEVATION, FT TIME RELATIVE TO PEAK = +0.2 SEC F fe 2 e) = < > w a w TIME RELATIVE TO PEAK = +0.5 SEC ELEVATION, FT 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 12 SEC, H = 12.0 FT TIME INCREMENT = +0.1 TO +0.5 SEC ire pier mare) TIME RELATIVE TO PEAK = -0.5 SEC ELEVATION, FT TIME RELATIVE TO PEAK =-0.2 SEC ELEVATION, FT TIME RELATIVE TO PEAK = -0.1 SEC ELEVATION, FT oS) 0 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 12 SEC, H = 14.0 FT TIME INCREMENT = -0.5 TO -0.1 SEC PLATE 56 ELEVATION, FT ELEVATION, FT ELEVATION, FT TIME RELATIVE TO PEAK = —0.025 SEC TIME RELATIVE TO PEAK =0.0 SEC TIME RELATIVE TO PEAK = +0.025 SEC fL—______l =5 0 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R482 SWL = +8.6 FT, T = 12 SEC, H = 14.0 FT TIME INCREMENT = -0.025 TO +0.025 SEC PLATE 57 TIME RELATIVE TO PEAK = +0.1 SEC ELEVATION, FT TIME RELATIVE TO PEAK = +0.2 SEC = i z 9 - < > w a w TIME RELATIVE TO PEAK = +0.5 SEC ELEVATION, FT 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 12 SEC, H = 14.0 FT TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 58 tae TIME RELATIVE TO PEAK = -0.5 SEC ELEVATION, FT ~—- TIME RELATIVE TO PEAK = -0.2 SEC ELEVATION, FT TIME RELATIVE TO PEAK = -0.1 SEC ELEVATION, FT ele 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT. T = 12 SEC. H = 16.0 FT TIME INCREMENT = -0.5 TO -0.1 SEC PLATE 59 mel T T T VT T ile T ae TIME RELATIVE TO PEAK = -0.025 SEC = 10 SWL = 2 Ne ee eee ©) & Ss 4 w 0 -5 -10 1 ! | ! ! T T T T. a T T oa TIME RELATIVE TO PEAK = 0.0 SEC 15 ft 10 S 9 FE So5 i ty) -5 -10 ai =e | | I Mt 1! 1 1 TIME RELATIVE TO PEAK = +0.025 SEC ELEVATION, FT 4 1 4 1 -5 it) 5 10 15 20 25 30 35 40 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 12 SEC, H = 16.0 FT TIME INCREMENT = -0.025 TO +0.025 SEC PLATE 60 ELEVATION, FT p w z 9 - < > we a w ELEVATION, FT TIME RELATIVE TO PEAK = +0.1 SEC TIME RELATIVE TO PEAK = +0.2 SEC TIME RELATIVE TO PEAK = +0.5 SEC — fn 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWES—=8!ourinei = li2)SEG. Hl — 16/0) Fim TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 61 TIME RELATIVE TO PEAK = -0.5 SEC ELEVATION, FT TIME RELATIVE TO PEAK = —0.2 SEC (= uw 2 i) = < > w J w TIME RELATIVE TO PEAK = -0.1 SEC ELEVATION, FT 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 12 SEC, H = 16.8 FT TIME INCREMENT = -0.5 TO -0.1 SEC PLATE 62 ELEVATION, FT ELEVATION, FT ELEVATION, FT ml T Theis ar TIME RELATIVE TO PEAK = -0.025 SEC TIME RELATIVE TO PEAK = 0.0 SEC TIME RELATIVE TO PEAK = +0.025 SEC =5) 1) 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 12 SEC, H = 16.8 FT TIME INCREMENT = -0.025 TO +0.025 SEC PLATE 63 TIME RELATIVE TO PEAK = +0.1 SEC ELEVATION, FT TIME RELATIVE TO PEAK = +0.2 SEC = L 2 9 ras a = TT) TIME RELATIVE TO PEAK = +0.5 SEC ELEVATION, FT 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 12 SEC, H = 16.8 FT TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 64 T T T TIME RELATIVE TO PEAK = -0.5 SEC ELEVATION, FT TIME RELATIVE TO PEAK = -0.2 SEC ELEVATION, FT TIME RELATIVE TO PEAK = -0.1 SEC ELEVATION, FT =5 0 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 14 SEC, H = 12.0 FT TIME INCREMENT = -0.5 TO -0.1 SEC PLATE 65 T T T T TIME RELATIVE TO PEAK = -0.025 SEC ELEVATION, FT TIME RELATIVE TO PEAK = 0.0 SEC ELEVATION, FT Un Era TIME RELATIVE TO PEAK = +0.025 SEC ELEVATION, FT -5 te) 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 14 SEC, H = 12.0 FT TIME INCREMENT = -0.025 TO +0.025 SEC PLATE 66 [erry al fea TIME RELATIVE TO PEAK = +0.1 SEC ELEVATION, FT TIME RELATIVE TO PEAK=+0.2 SEC ELEVATION, FT TIME RELATIVE TO PEAK = +0.5 SEC ELEVATION, FT -5 (0) 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 14 SEC, H = 12.0 FT TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 67 I- —- TIME RELATIVE TO PEAK = -0.5 SEC 20 ELEVATION, FT -5 —lL = att —l TIME RELATIVE TO PEAK = -0.2 SEC ELEVATION, FT ulm le al Tt TIME RELATIVE TO PEAK = -0.1 SEC ELEVATION, FT =5 tt) 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 14 SEC, H = 14.0 FT TIME INCREMENT = -0.5 TO -0.1 SEC PLATE 68 ELEVATION, FT ELEVATION, FT ELEVATION, FT oral T T TIME RELATIVE TO PEAK = — 0.025 SEC TIME RELATIVE TO PEAK = 0.0 SEC TIME RELATIVE TO PEAK = +0.025 SEC 20 -5 -5 0 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +86 FT, 7 = 14 SEG, Hi = 14.0 FT TIME INCREMENT = -0.025 TO +0.025 SEC PLATE 69 T li ale TIME RELATIVE TO PEAK = +0.1 SEC ELEVATION, FT TIME RELATIVE TO PEAK = +0.2 SEC ELEVATION, FT TIME RELATIVE TO PEAK = +0.5 SEC ELEVATION, FT =5 0 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 14 SEC, H = 14.0 FT TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 70 ELEVATION, FT ELEVATION, FT ELEVATION, FT TIME RELATIVE TO PEAK = -0.5 SEC 20 = it TIME RELATIVE TO PEAK = -0.2 SEC TIME RELATIVE TO PEAK = -0.1 SEC 1 Jt <9 ie) 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 14 SEC, H = 17.0 FT TIME INCREMENT = -0.5 TO -0.1 SEC PLATE 71 4 ELEVATION, FT TIME RELATIVE TO PEAK = -0.025 SEC ELEVATION, FT TIME RELATIVE TO PEAK = 0.0 SEC ELEVATION, FT TIME RELATIVE TO PEAK = +0.025 SEC -5 0 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 14 SEC, H = 17.0 FT TIME INCREMENT = -0.025 TO +0.025 SEC PLATE 72 Pa Un wee Ua Um aig “U TIME RELATIVE TO PEAK = +0.1 SEC ELEVATION, FT IME RELATIVE TO PEAK = +0.2 SEC i w 2 iS) = < > w =i w TIME RELATIVE TO PEAK = +0.5 SEC ELEVATION, FT 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 14 SEC, H = 17.0 FT TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 73 TIME RELATIVE TO PEAK = -0.5 SEC ELEVATION, FT TIME RELATIVE TO PEAK = —0.2 SEC fs uw 2 S) F- < > wy =| w TIME RELATIVE TO PEAK = -0.1 SEC ELEVATION, FT 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 14 SEC, H = 11.4 FT TIME INCREMENT = -0.5 TO -0.1 SEC PLATE 74 ELEVATION, FT ELEVATION, FT ELEVATION, FT TIME RELATIVE TO PEAK = — 0.025 SEC TIME RELATIVE TO PEAK = 0.0 SEC = eS ee eel ges ele eal TIME RELATIVE TO PEAK = +0.025 SEC ft ft =). 5 15 25 35 45 55 65 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 14 SEC, H = 11.4 FT TIME INCREMENT = -0.025 SEC TO +0.025 SEC PLATE 75 if T If T T TIME RELATIVE TO PEAK = +0.1 SEC 20 ELEVATION, FT -5 TIME RELATIVE TO PEAK = +0.2 SEC ELEVATION, FT TIME RELATIVE TO PEAK = +0.5 SEC ELEVATION. FT | =5 0 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S2 SWL = +8.6 FT, T = 14 SEC, H = 11.4 FT TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 76 ELEVATION, FT ELEVATION, FT ELEVATION, FT ] Tifa T T T TIME RELATIVE TO PEAK = - 0.5 SEC 20 —j) TIME RELATIVE TO PEAK = - 0.2 SEC TIME RELATIVE TO PEAK = - 0.1 SEC -5 0 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWE =+8'6 Fl, fh = 12) SEG: Hl = 1210) Fin TIME INCREMENT = -0.5 TO -0.1 SEC PLATE 77 T lane es lee sera =tenee TIME RELATIVE TO PEAK = - 0.025 SEC ELEVATION, FT TIME RELATIVE TO PEAK = 0.0 SEC ELEVATION, FT TIME RELATIVE TO PEAK = + 0.025 SEC ELEVATION, FT 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 12 SEC, H = 12.0 FT TIME INCREMENT = -0.025 TO +0.025 SEC PLATE 78 ELEVATION, FT ELEVATION, FT ELEVATION, FT T ig T We T TIME RELATIVE TO PEAK =+0.1 SEC 15 -5 -10 ——— | ——tl liomen jan ne ae lesa el T geal TIME RELATIVE TO PEAK = + 0.2 SEC 20 TIME RELATIVE TO PEAK = + 0.5 SEC -5 0 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 12 SEC, H = 12.0 FT TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 79 T =nies 2 eomle TIME RELATIVE TO PEAK = - 0.5 SEC ELEVATION, FT TIME RELATIVE TO PEAK = - 0.2 SEC b w 2 fe} FE < = rm a) a TIME RELATIVE TO PEAK = - 0.1 SEC ELEVATION, FT 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 12 SEC, H = 14.0 FT TIME INCREMENT = -0.5 TO -0.1 SEC PLATE 80 ELEVATION, FT ELEVATION, FT ELEVATION, FT TIME RELATIVE TO PEAK = - 0.025 SEC Wegeeom nt lon exe il ian sasw pelt et 15 TIME RELATIVE TO PEAK = 0.0 SEC -10 EE ee ee ee ee Be eestor aie |e -ardes TIME RELATIVE TO PEAK = + 0.025 SEC 1 —— 20 -10 -5 0 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 12 SEC, H = 14.0 FT TIME INCREMENT = -0.025 TO +0.025 SEC PLATE 81 mal ] [dl inaeeel ul lesean we liane wcll aT T TIME RELATIVE TO PEAK = + 0.1 SEC ELEVATION, FT TIME RELATIVE TO PEAK = + 0.2 SEC ELEVATION, FT TIME RELATIVE TO PEAK = + 0.5 SEC ELEVATION, FT =5 te) 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWE = +86 Fil i = 12°SEC) A) = 14:0) Fin TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 82 ELEVATION, FT ELEVATION, FT ELEVATION, FT Utee ie TIME RELATIVE TO PEAK = - 0.5 SEC TIME RELATIVE TO PEAK = - 0.2 SEC TIME RELATIVE TO PEAK = - 0.1 SEC =5 te) 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 12 SEC, H = 16.0 FT TIME INCREMENT = -0.5 TO -0.1 SEC PLATE 83 PLATE 84 ELEVATION, FT (fs w 2 ie} = < > w = w ELEVATION, FT TIME RELATIVE TO PEAK = - 0.025 SEC TIME RELATIVE TO PEAK = 0.0 SEC TIME RELATIVE TO PEAK = + 0.025 SEC 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 12 SEC, H = 16.0 FT TIME INCREMENT = -0.025 TO +0.025 SEC ELEVATION, FT ELEVATION, FT ELEVATION, FT TIME RELATIVE TO PEAK = + 0.1 SEC TIME RELATIVE TO PEAK = + 0.2 SEC TIME RELATIVE TO PEAK = + 0.5 SEC =5 0) 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 12 SEC, H = 16.0 FT TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 85 ELEVATION, FT TIME RELATIVE TO PEAK = - 0.5 SEC ELEVATION, FT TIME RELATIVE TO PEAK = - 0.2 SEC ELEVATION, FT TIME RELATIVE TO PEAK = - 0.1 SEC -5 0 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 12 SEC, H = 16.8 FT TIME INCREMENT = -0.5 TO -0.1 SEC PLATE 86 ELEVATION, FT TIME RELATIVE TO PEAK = - 0.025 SEC =—— Il SEE am > ie: T ELEVATION, FT TIME RELATIVE TO PEAK = 0.0.SEC Ll —___ -fl__— Te i=} ELEVATION, FT a TIME RELATIVE TO PEAK = + 0.025 SEC 1 = 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 12 SEC, H = 16.8 FT TIME INCREMENT = -0.025 TO +0.025 SEC PLATE 87 PLATE 88 ELEVATION, FT FE o z 9 rg < > iff 4 wu ELEVATION, FT TIME RELATIVE TO PEAK = + 0.1 SEC TIME RELATIVE TO PEAK = + 0.2 SEC TIME RELATIVE TO PEAK = + 0.5 SEC 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 12 SEC, H = 16.8 FT TIME INCREMENT = +0.1 TO +0.5 SEC TIME RELATIVE TO PEAK = - 0.5 SEC ELEVATION, FT TIME RELATIVE TO PEAK = - 0.2 SEC = uo Zz 9 -E < > ify = rr TIME RELATIVE TO PEAK = - 0.1 SEC ELEVATION, FT 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 14 SEC, H = 12.0 FT TIME INCREMENT = -0.5 TO -0.1 SEC PLATE 89 ELEVATION, FT TIME RELATIVE TO PEAK = - 0.025 SEC ELEVATION, FT TIME RELATIVE TO PEAK = 0.0 SEC ELEVATION, FT TIME RELATIVE TO PEAK = + 0.025 SEC -5 0 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 'SWL = +8.6 FT, T = 14 SEC, H = 12.0 FT TIME INCREMENT = -0.025 TO +0.025 SEC PLATE 90 ———— TIME RELATIVE TO PEAK = + 0.1 SEC ELEVATION, FT TIME RELATIVE TO PEAK = + 0.2 SEC = u 2 9 - < > w =) w TIME RELATIVE TO PEAK = + 0.5 SEC ELEVATION, FT 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 14 SEC, H = 12.0 FT TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 91 PLATE 92 ELEVATION, FT ELEVATION, FT ELEVATION, FT lon kane awlise! malas rs TIME RELATIVE TO PEAK = - 0.5 SEC TIME RELATIVE TO PEAK = - 0.2 SEC | TIME RELATIVE TO PEAK = - 0.1 SEC 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 14 SEC, H = 14.0 FT TIME INCREMENT = -0.5 TO -0.1 SEC ELEVATION, FT TIME RELATIVE TO PEAK = - 0.025 SEC — re 2 2 E < > w = w TIME RELATIVE TO PEAK = 0.0 SEC ELEVATION, FT TIME RELATIVE TO PEAK = + 0.025 SEC 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 14 SEC, H = 14.0 FT TIME INCREMENT = -0.025 TO +0.025 SEC PLATE 93 ELEVATION, FT TIME RELATIVE TO PEAK = + 0.1 SEC (= uw 2 o - < > w a w TIME RELATIVE TO PEAK = + 0.2 SEC ELEVATION, FT TIME RELATIVE TO PEAK = + 0.5 SEC 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 14 SEC, H = 14.0 FT TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 94 ELEVATION, FT TIME RELATIVE TO PEAK = - 0.5 SEC [> w 2 S) = < > Ww = w TIME RELATIVE TO PEAK = - 0.2 SEC ne TIME RELATIVE TO PEAK = - 0.1 SEC ELEVATION, FT 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 14 SEC, H = 17.0 FT TIME INCREMENT = -0.5 TO -0.1 SEC PLATE 95 PLATE 96 ELEVATION, FT FE fa z 9 E < > i a w ELEVATION, FT TIME RELATIVE TO PEAK = - 0.025 SEC TIME RELATIVE TO PEAK = 0.0 SEC TIME RELATIVE TO PEAK = + 0.025 SEC 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 14 SEC, H = 17.0 FT TIME INCREMENT = -0.025 TO +0.025 SEC ELEVATION, FT ELEVATION, FT ELEVATION, FT TIME RELATIVE TO PEAK = + 0.1 SEC TIME RELATIVE TO PEAK = + 0.2 SEC TIME RELATIVE TO PEAK = + 0.5 SEC 5 it) 5 10 15 20 25 30 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 14 SEC, H = 17.0 FT TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 97 ELEVATION, FT [= uw 2 9 = < > a = wu ELEVATION, FT TIME RELATIVE TO PEAK = - 0.5 SEC TIME RELATIVE TO PEAK = - 0.2 SEC TIME RELATIVE TO PEAK = - 0.1 SEC 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT T = 14 SEC, H = 11.4 FT TIME INCREMENT = -0.5 TO -0.1 SEC ELEVATION, FT TIME RELATIVE TO PEAK = - 0.025 SEC | en |e ro ELEVATION, FT TIME RELATIVE TO PEAK = 0.0 SEC Li +- ELEVATION, FT TIME RELATIVE TO PEAK = + 0.025 SEC Se —l ie ite —! 10 15 20 25 30 35 40 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT T = 14 SEC, H = 11.4 FT TIME INCREMENT = -0.025 TO +0.025 SEC PLATE 99 ELEVATION, FT TIME RELATIVE TO PEAK = + 0.1 SEC SWL (= w 2 9 - < > au 4 w TIME RELATIVE TO PEAK = + 0.2 SEC SWL ELEVATION, FT TIME RELATIVE TO PEAK = + 0.5 SEC 10 15 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION PLAN R4S3 SWL = +8.6 FT, T = 14 SEC, H = 11.4 FT TIME INCREMENT = +0.1 TO +0.5 SEC PLATE 100