OF sees f* ¥ A : { ' a Jul fh a5 shake od ys AND ARTS. CONDUCTED BY BENJAMIN SILLIMAN, M.D. LL. D. Prof. Chem., Min., &c. in Yale Coll.; Cor. Mem. Soc. Arts, Man, and Com.; and For. Mem. Geol. Soc., London; Mem. Roy. Min. Soc., Dresden; Nat. Hist. , Soc., Halle; Imp. Agric. Soc., Moscow; Hon. Mem. Lin. Soc., Paris; ‘Nat. Hist. Soc. Belfast, Ire.; Phil. and Lit. Soc. Bristol, Eng.; Mem. of various Lit. and Scien. Soc. in America. VOL. XXIV.—JULY, 1833. _ NEW HAVEN: Published ~ Sold by HEZEKIAH HOWE & Co. and A. H. MALTBY. Baltimore, E. J. COALE & Co.—Philadeiphia, J. 8, LITTELL and CAREY & HART. Laie York, G. & C.& H. CARVILL.— Boston, HILLIARD, GRAY, LITTLE & WILKINS. ‘ PRINTED BY HEZEKIAH HOWE & CO. — < XIll. 104606 CONTENTS OF VOLUME XXIV. +o NUMBER I. . Essay on the Shien Gold Mines ;_ as Witiiam hy igi Engineer. . Method of Conduéting the Canal sinew. in the State of New York; by E. F. Jonnson, Civil Engineer. . An Estimate of the Philosophical Character of Dr. Priest- ley; by Wittiam Henry, M.D. F.R.S., &c. &e. . Motions of a a of iid os Prof. THEopone STRon : Beceirations on the ‘Galiteonen Bock omtsa: in ih Valley of Ohio; by Dr. 8. P. Hitpreru, of Marietta, . On the Exptesiion of the sides of Right-angled Trian- gles, is Rational and ee numbers ; e Rev. Danien WILK e: Plan f: he 1th of Cincinnati, Ohio; by Danws Las HAM, Assistant Engineer, = - . On the methods of describing various curves for Arches? by J. Tuomson, Civil Engineer, Nashville, Tenn. . Anew mode of developing Magnetic Galvanism; by Jonn es ee Prof. of ey in the Logg oe at of Virgini . On the Gethioweadhy of Hebrew ae in the Réiiah character; by Prof. J. W. Gisss, Yale College, - . On the Transition Rocks of the ee ; by R. H. Bor- nycasTLe, Capt. R. En., - . An analytical examination of Prof. Babbage’s . Beonomy of Machinery and Manufactures.” = - . Supplement to the * Synopsis of the Oc emiitet” of the Ferruginous Sand Formation ie the United States ;”’ by 8. G. Morton D: . Abstract of Meteorological Peering sikée at Ma- rietta, Ohio, with notices of Floods, Fruits, and flights of pigeons; by S. P. Hitprers, in the year 1832. la t. Page. 28 40 46 70 39° 25’ North, Long. 4° 28’ West of Washington City, 132 M. Hacuerte on the Chemical Action and Decomposi- tion of Water, produced by Electrical Induction. From the Ann. de Chim. et de Phys. Sept., 1832; translated by O. P. Hvussann, Ass’t in the Chem. Depart. in Y. C., 142 iv CONTENTS. XIV. Current produced by the Rotation of a Magnet, Oct. 29, From the Ann de Chim. et de Phys., Sept., 1832; translated by O. P. megs Ass’t in the Chem. Depart mY. Cg S22 - - XV. Analysis of the water of Rio Visiigre: ae the Ann. de Chim. et de Phys., Sept., 1832; translated by O. P. Houssarp, Ass’t in the Chem. Pepart iit. w XVI. Notice of the Dispensatory of the United States; by Georce B. Woon, M.D., &c. and Franx.in ee M. D., &c. - XVII. N. ative of Prof. Dunglison’ 8 a Prjstatogy, - XVIII. Analysis of American Spathic Iron and Bronzite, MISCELLANIES.—DOMESTIC AND FOREIGN. 1. Vegetable origin of Anthracite, = - - - - 2. Lehigh Coal and Navigation Compan 3, 4. et Peete glss forsee re es g hay. 5, 6, Ne ew Englan Asylum for the Blind Philosophical appa 1 ratus, 7. Notice of the Ceitalin ikea (L. ») as fiend in Carroll county, Geo.; where it is called the Diamond Rattlesnake, 8; 9, Delaware tans of Natural Sciences, and the Address of Dr. Henry Gibbons, at Wilmington—Proposal for es- tablishing a seminary for education in Liberia, . - 10, 11. The New Universal Gazetteer, by Edwin Wiiliams— Flint’s History and Sibaeaiie of the pavers of Missis- sippi, &c. 12. Indiana Historical Societ ty, Sess 13. Explosion of bellows by eievaabie gas, it. Abstract of a Meteorological Journal, sass in the town of New Bedford, for the year 1832, 15. Notice of a Rocking Stone, 16. Notices of Wheeling, Virginia; by Hane W. Cctuns 17. Geological notices respecting a part of Green ies Ala., 4 18. Sulphurets of Bismuth; by Lt. W. W. Marier, 19. Address of Mr. H. R. Saheolinitic detines on Bia ie: by Prof. Elizur Wright—Address before the SP etienice Society of the Medical Class, in Dartmouth College, Oct. 1832, by Prof. Clear Ee Recorder of Albany, 20. The Family Cabinet Atlas, - 1 tO * Page. 191 CONTENTS. : v FOREIGN. : S Page 21. Polytechnic Society of Paris, - - - - 191 22. Geological Society of France, - - - - 192 23. Baron Ferussac’s new work on — - oes Ne 193 24. Epistilbite from Elba, - - me he 194 NECROLOGY. : Baron de Zach, a a ee 194 : CHEMISTRY AND MECHANICAL SCIENCE. 1. Electro-Magneti - 196 2. On the shat action, ‘of magneto-electic currents; by G. . Botto, iat £487 3. Water Barometer, 198 4, 5, 6. Vegetable matter in ee aay for sealptors—De- _— of all sorts of oil and of butter, - 200 NATURAL HISTORY. 1. Thermal —: in the bed of the ees . - - 201 2. Geology, - - - 203 ASTRONOMY. 1, 2. First chservation of ee on the san—Retaton of the oa et 2 DOMESTIC ECONOMY AND AGRICULTURE. 1, 2, 3, 4, 5. Destruction of rats—Lute for bottling wine, &c.— Artificial granite—Method of cleansing wool from its grease, and economizing the residue—T'o prevent vines from bleeding when trimmed or a ee - 205. 6. Valuable material for walks and alle : 7, 8. Stucco for walls—Method of cating eee vianala wniformly without cracking, 9. Rice paper, . - - - - - . : 207 SE : Notes relative to Garden Dahlias, - - - - 208 MEDICINE. Use of milk in dropsy, See es . eg es 209 : STATISTICS. . The Savings Bank of Geneva, (LE SS Eee 2. Scientific premiums, : ee a eae 210 5. Population of England and Scotland, A eee et) New works in England, - + - - “ re vi CONTENTS. NUMBER II. Page Arr. I. On the Reduction of Iron and Silver Ores, with the prin- cipal Silver Mines of Mexico and S. A.; by Lt. W. W. Marner, of the U. S. Mil. Acad., West Point, . Miscellaneous Notices, in a letter fens an American Na- tional Ship, e485 +i . Miscellaneous Céainatinieationt iaey De —— - . Apparatus and processes; by Dr. H . Remarks on the error of supposing ar a nptiibelieatiale — . — pee << 213 237 246 247 with the Earth, is necessary to the efficacy of Electri- 253 cal Machines; by Dr. Hare, - — - - VI. On Architecture; by Dantex Wanswortx, Esq. VII. On the relation between a Machine and ‘its ‘Model pby Epwarp Sane, Edin, = - VIII. Consideration on the Bitterness of Vegetables, etc.; iy Dr. J. B. A. Guittemin, Paris, 1832. {X. On the Eupatorium Huaco; by Prof. W. R. Joan X. Memoir on the elastic force of the vapor of a at different temperatures; by M. Avocapro ’ XI. On the application of the Fluxional Ratio to Sasa cases; and the coincidence of the several orders of Fluxions, with the binomial theorem; by Exizur Wricnt, Esq. - - - ioe - - XII. On some improvements on Brunner’s process for Po- tassium, and in. the means of panes that metal; by Dr. Hare, - ; - 2 XIll. Improved Syphons; by Dr. R. sia. XIV. Stereotype Printing. —An original paper om the Tate Lieut. Gov. Colden, with some account of stereotyping, as now practised in Europe, &c.; by the Editors of the Am. Med. and Philos. Register, XV. Notice of the most simple means of employing ik ani- mals; by Prof. M. Paven, 257 273 979 317 319 326 XVI. An Essay on Gypsies ; abridged Roi the eves Encyclo 34 pedique, Nov. 1832; by J. Griscom, XVII. ~ a Collision of two Comets ;—Comet of J ayy 1832; J. J. Lirrrow, XVIII. Detrtin of the Bare Hills near > Beliaiee: by HOA. Hayven, M.D., XIX. Meteorological Table; by Gen. Mani fics, - 361 CONTENTS. vil Page. XX. On Hybernation and other topics of Natural re inade ; by Judge Samver Woopnvurr, 363 XXI. Mode of scious Ellipses; by S. DeWirt, = cig Oe % MISCELLANIES,——FOREIGN AND DOMESTIC, CHEMISTRY, 1, 2. Preparation of pure nitrate of "ng cee, eg of the chloride of silver in the moist way, 3 3, 4. Action of ether on sulphate of indigo—Memoir on stich, 371 5, 6. Action of potash on organic matters—To test the — of chromate of potash, - 7, 8, 9, 10. Use of mica in chemical aside on a ‘cnet scale Changes of volume in a mixture of alcohol and water— roel spits Tier bi ultramarine at a moderate pric - - - . 373 Ii; ¥2: Opinm—Combinations of wate, - yp ae at om 374 13. New Febrifuge, - - - + 375 MINERALOGY AND GEOLOGY. eee 1. Analyses of Fer Titané of Baltimore, ——o - 376 2. Mines of Freyberg in Saxony, - Be SAO 3. Water spout on the Lake of Geneya, teem Oe 377 NATURAL PHILOSOPHY. 1. Description of a Photometer, _—— for i tts: the splendor of the stars - 2, 3. Optical properties of saccharine peicee- New ait ene 379 DOMESTIC ECONOMY AND THE ARTS. 1%, os aaa on coloring matter for the pe re of ens rinting—Blowing of glass 3, 4. Paateboard roofs—On saponsceous ragutalion eee | ANIMAL PHYSIOLOGY. Montyon premiums for discoveries in physiology, oe 382 DOMESTIC. 1. Extract from the MS. of an unpublished narrative of travels and observations in South America, 2. Details of an amis * of cngsmese a new ore of tees id. cobalt, - 386 vill - CONTENTS. Page. 3. Note to remarks on the ee - - - 388 4. mee - . Note on certain eriestasnts on the laMieeiatit of phospho. rus in a rarefied medium, ~ 6. On the growth of ene by A. C. Twining, 7. Barometer. - ~ 8. Propositions, stated by es Orr, - - 395 9. Prof. Hitchcock’s Report on the Gattens of se ceaiiocastie 396 10. Manual of arte | and Geology, of: Ebenezer ee D. - - 391 M. 397 11. Manual of Rola ‘for N orth Atakritas i Prof. ‘sie Eaton, 398 12. Botany of the Northern and Middle States, by Lewis C. Beck, 398 13. Notice of text-books of Rensselaer School, 9 ERRATA. Page 26, |. 14 fr. bot. for survey, or, read surveyor 1. 3 fr. bot. omit preg Pe roe ae 237, 1. 2 fr. top, erase a Sand i insert a , afer sandone:; p- 246, 1 for 1831, read 1832; p. 258, 1.8 from top, for ornamen The Nos. of the Arts. X and XI, in the first No., are terest both in the con- tents and text, and all the Nos. that follow are, therefore, wron: Vol. xxiii, p. 404, 1. 7 fr. bot. for Morriss river, read Moosup river. AMERICAN | JOURNAL OF SCIENCE, &c. Art. I.—Essay on the Georgia Gold Mines ; by Witu1am Puituirs, Engineer. INTRODUCTION. Is dabeapcial an essay on this subject, in which it is intended to convey an accurate idea of the gold mines, the author is fully aware of the difficulties he has to encounter, and approaches the subject with great diffidence, under a conviction of his inability to do it the justice it merits. If apology, under such circumstances, be necessary, it will be found in the necessity of inviting the attention of the scien- tific and experienced, to the development of this important branch of our domestic industry. The simple fact that all the mines of the state, have their business conducted without the aid of the expe- rience of older mining countries, would induce a belief that an asso- ciation which would promote an interchange of ideas, and a diffusion of such useful knowledge as could be obtained by sending a compe- tent person to examine the mining business of other countries, would have a most salutary effect. Should the following remarks result in the desired improvement or induce more competent persons to take up the enquiry and aid in improving the mining industry of Georgia, the author will be amply rewarded, for the time devoted to this essay. In accordance with recent approved geological arrangements, the deposit or branch mines will be first considered, and then the vein or ridge mines. The process of separating the gold from the ore, will also be attended to. A description of the Shelton mine is added with a drawing of the lot. Deposit or Branch Mines. 4 That the deposits of which we are to write, owe their origin to the mechanical agency of water, there can be no doubt; but there are persons who believe that the agent producing them, has acted sudden- ly and that these immense neteee have been collected togeth- Vou. XXIV.—No. 1. 2 Gold Mines of Georgia. er atone and the same time. If they reflect, however, they will discover reasons to modify their opinions, and adopt a more plausi- ble and perhaps correct theory. The geological character of this part of the country, is denominated primitive according to Eaton, pri- mary by Bakewell, and inferior stratified or non-fosilliferous by De la Beche. I have generally applied the word original, to distinguish these rocks from the others. They are gneiss, mica and talcose slate, hornblende and granite ; the predominating rock being the first named and alternating, in strata of various thickness, from three inch- es to thirty feet. The gneiss occurs, indurated, more frequently, however, in a state of decomposition, but still accupying its original position. When —— it formes the skeletons or bases of the ridges, while the decomposed portion, yielding readily to the action of water, is oe away leaving vallies. On this irregular surface, rest the deposits, consisting of rounded or “ rolled” and angular frag- ments of quartz, gneiss, hornblende, &c. with smaller fragments of cy- _anite, garnets, catseye, jasper, pyrites, and brown oxide of iron, which often cements them all together, and causes them to appear as if burned without heat. Owing chiefly to the extensive range of the garnets, it is only in the river deposit, that they occur in abundance. The gravel of the branches, had evidently resulted from the disinte- gration of the rock in their neighborhood. . Jn this gravel, as it is call- ed, which varies from one foot to four feet in depth, the gold is found, and generally at the bottom of the bed. Above the gravel there is a bed of sand, with scales of mica, varying from three to twenty feet deep, on a bed of clay with angular fragments of quartz, from 0 to five feet deep. The fragments of rock forming this gravel, have the “rolled” appearance, according generally, with the size of the stream of water adjacent to the deposit. This shews, at once, that the agent producing these deposits, has acted slowly, and when we remember that caloric, electricity, air, water, &c. have been at work chemical- ly and mechanically, for at least six thousand years, we cannot be surprised that the hardest of the rocks, have in the course of ages, yielded to the incessant action to which they have been subjected. Over this irregular surface the rivers, when urged by a freshet, rush with inconceivable fury, and they then have a transporting power; sufficient to carry large blocks over rocky shoals, and to deposit them (where an eddy is caused by a sudden bend in the river) in places far below their former location. These eddies, having but a small transporting power, soon permit an accumulation of rocks, sand, &¢- s Gold Mines of Georgia. 3 and by protecting the strata beneath, they frequently produce other phenomena in the directions and levels of the stream. Fig. 1, represents a portion of a river, or (on a horizontal plane) a, b, c,d and e are deposits, resulting from the transporting power of the currents, caused by eddies which arrest the gravel in its descent. It is observed that all water courses, have a disposition to make their channel straight by cutting off points and filling up the bends or “bights,” which latter is an indisputable consequence to the former, for if the points f and g are ever worn off to hi, the deposits a b, will be formed and soon become covered by sand, &c. deposited, when the waters were subsiding from a freshet. Vegetation will e as the water will require only a certain width of channel, for its ordi- pay descent. es Gold Mines of Georgia. In Fig. 2, the manner in which shoal deposits are formed is ex- hibited ; a is a stratum of indurated gneiss, and 6, 6, are decomposed strata. ‘The former is the base of the ridge, terminating abruptly on the side of the stream; cis its ragged projections, which have inter- cepted the gravel and gold. Beyond the more powerful agency of rivers, we find the creeks, branches, &c. abrading the original strata and forming their deposits, and it is remarkable that the smaller the stream, the more angular the fragments of rock, and the gold is more ragged. As the transverse and longitudinal sections of these branches are more various than those of the rivers, it is to be expected that the deposits will occur under different circumstances, and we ac- cordingly find that in séme places they are lodged on the edges of strata, in others they fill up hollows, above and below which, the strata run out to the day as in Ggures: 3 and 4. Gold Mines of Georgia. 5 It is easy to conceive that such substances as may be moved by any of the disintegrating agents at a and b, would descend towards ¢, and that de and f would intercept a part of them. The greatest accu- mulation, however, would be at c, as the side 6 may have no recep- tacles as that of a has, owing to the face of the strata resisting the agent better than that of the latter, which also may be more decom- posed and easily so abraded as to form receptacles and undermine veins at a. - The gravel in these branch deposits, i is composed of fragments of quartz and such other rocks as occur in the immediate vicinity and over it there is generally a bed of clay from one to five feet deep, in which there are fragments of quartz with sharp angles. Besides the deposits on rivers and branches, which have unequivocally resulted from their mechanical agency, there are others, at present above the levels of the streams in the neighborhood. Their extent and the fact that the gravel is frequently very much rounded, seem clearly to indicate a force at least equal to that producing similar effects on the Chestalee, but being covered with red clay like that over the branch deposits, we are thus prevented from attributing the effect to its agen- cy. If it were necessary to account for their formation by the river, then we may — that the nerds process was pursued. Any stream having a bend asin Fig. 5, may abrade its banks a ‘a, until it becomes nearly straight, making deposits similar to a Fig. 6; and when it has attained the direction a d c, the greatest abrading ac- tion of the water, will be on the bottom near the middle of the river, and thus it will be cut deeper, leaving the deposits ee high and dry. The very reverse of this may happen, for the nature of the strata in the 6 Gold Mines of Georgia. direction of a dc, may admit of abrasion towards 6 and not in any oth- er, and consequently the river encroaches on 8, with the same result as before, leaving ée high and dry, to receive a growth of vegetation. 1 am of opinion however, that these deposits and many on the branch- es, are of a date anterior to those previously noticed, on which the stratum of sand occurs. I rely chiefly on the evidence of the fol- lowing facts already stated, that the sand contains scales of mica, and varies in depth from three to twenty feet; that it contains also, vegetable remains in a layer of black or bluish mud or clay, of a yel- lowish color, resting on the gravel and running into the sand above. The remains are in a state of decomposition, but sufficiently pré- served to indicate the same botanical pases exhibited on the vegetation | of sai pees banks. Fig. 7, exhibits a section of a pit, excavated on <= bank of the Chestalee, fifty five feet from the river; a is a stratum of sand, 6 the mud or clay containing vegetables, ind c the gravel resting on the original strata d. Now nothing can be more evident, than that this formation is of a more recent date than those in which no such re- mains occur. In fact it would seem that on this evidence, we must place the date of the latter, anterior to all vegetation. The clay and sand are now supporting a luxuriant growth "of forest timber, of the same age as that on the mountains, and in excavating it is found that their roots penetrate only to the gravel and then spread ; very rarely, however, passing through it, except in situations where the | runs out to the day. If vegetation existed anterior to these deposits, Gold Mines of Georgia. 7 it would be reasonably expected, that we should discover its remains, unless we admit the very sudden action of the agent, such as the rush of a great deluge, sweeping away the forests to some basin in which they will be converted into coal. Figs. 8 and 9, represent, what under ordinary circumstances, would be the present and past position of the roots of forest trees. In the first instance, the growth is maintained by the sand or clay, but in the latter, by the original strata and gravel. From this description of deposits, it will be easy to recognise them wherever they occur. In testing lots, however, there are indications to be observed externally, by which we endeavor to form a correct outline of the original strata, independently of what appears at the surface. Experience is the only instructor on this point, and of course, the inexperienced must resort to the more certain criteria, furnished by the pickaxe and de. Fig. 10, shows how this is to be effected ; a and 6 would be very discouraging excavations, but if we observe the directions in which the inclination of the bottoms of the pits run, we should be led to make excavations at ¢ and d, which as they are in hollows of the out- line, are receptacles to sustain whatever gold may occur in the deposit; e and f, are the extremities of the original outline before alluded to. The indications by the outline and bottom of the pits, are the best we are acquainted with, and ought to be closely examined. It may, sometimes occur, that deposits, similar to that described by Fig. 3, have been overlooked or abandoned, while that at ais worked out ; but, before the works are entirely forsaken, they ought to be examin- 8 Gold Mines of Georgia. ed, particularly to ascertain that no such deposits as d e f exist on the sides of the ridges. The working of the rich Shelton Mine, in Haber- sham, was suspended during the inclement winter of 1831, while on a second deposit as ¢ which yielded large particle of gold weighing 20 dwts. or more. The surface mines are considered to be disintegrated veins, scarcely removed from their original position, and are not included in the list of deposits. They may be known by the quartz | very sharp angles. The vein or ridge mines, now claim our attention. The veins traverse the original strata in various directions, and the phenomena attending them, do not clearly indicate the origin of their formation. it is remarked, that the general direction of the strata, is a little to the east and west of north and south, say NNE.N. and ssw. $3; and as these strata are confusedly or rather imperfectly crystalline, it follows, that besides the direction already given, the veins may take another depending on the angle peculiar to the crystalline structure of the rock. The crystals appear to be rhomboids, but are only distinctly so in the neighborhood of veins. Fig. 11, is the plan of a vein traversing the strata, as b 6, and a vein in the direction of the strata, as dd; ecare called leaders. These veins are formed of quartz of different characters, varying generally with the original rock in which it is found; it is sometimes crystallized in beautiful transparent six sided prisms, terminated by a pyramid at one end and attached at the other to other crystals, or more frequently to a nucleus of felspar, &c. In some of the veins, the quartz is com> pact, with a slightly conchoidal fracture, and an Sppomsace which at Gold Mines of Georgia. 9 the mines in this variety, acquires for it the name of horn flint... The _ Structure is frequently granular and slaty in the same specimen; there -are plates of talc interposed between the layers, and the gold occupies the same situation. The crystals of quartz are sometimes radiated from a nucleus. These various kinds of quartz are the gangues or matrices in which the gold is found, and besides gold, they. contain iron pyrites in cubic and pseudomorphous crystals, filling irregular cavities, purple oxide of iron, (‘Indian paint,”) brown oxide of iron, sulphur, &c. Fig. 12, is a vertical section of a vein, traversing strata aa a @ which have obviously been disturbed, as they do not correspond = Vou. XXIV.—No. 1. 2 10 Gold Mines of Georgia. - Fig. 13, is another vertical section crossing the strata and exhibiting the vein d dd of Fig. 11; a aa are the strata and 6 6 the veins.» ~ If it is admitted that volcanic agency, has prod uced the fissures and filled them with the substances constituting veins. It would then ap- pear probable that the quartz and elements of the metals, have been projected from below into the fissures, and that while the caloric was radiating, these elements were set free to combine and form the met- als and their gangues. This idea appears well.supported by various phenomena, concurring to produce such an effect. The interposition of gold in thin leaves between the plates and crystals of quartz, and its filling up irregular cavities, show that it was once in such a state as to be capable of i insinuating itself into such places. It appears possible that it was disseminated in the quartz by heat, as it is well known that when gold is subjected to intense heat, it flies off in minute particles, and such heat as was sufficient to fuse quartz, may have evolved the gold, or if contrary to present opinions, it be a compound, may have formed it from its elements. “If we could detect nature in the act” of making gold, “it would be easy to imitate her,” but as we do not find it in any other state than pure, or alloyed with some other metal and never half formed, we despair of ever discovering the “* philosopher’ s stone.” ‘There may be something i in the discov- ery, that quartz is an ore of silicium, and that quartz is, in this coun- try, invariably the gangue or matrix of gold, but in the present state of chemical knowledge, we cannot satisfactorily account for the fact of their being found i in such ae alliance. _Asix | Fig. 14, is intended to represent the earth a aa a, the strata b, 4 subterranean cavity in which (according to the original suggestion of Gold Mines of Georgia. Al Sir H. Davy, since extended and modified by others,) some very com- bustible substance, as potassium, sodium, or calcium, or some substance powerfully attracting water, as quick lime, may predominate and to which water may have percolated, or more probably have penetrated, in consequence of the hydrostatic pressure of the ocean; in either case it would happen, that a violent eruption must take place, atten- ded with all the phenomena of earthquakes and volcanoes; should the exploding gas have sufficient force and meet with quartz in fu- sion near the fissures, it would of course, force it into them, filling them more or less, according to the supply of quartz, and the project- ing force of the gas. The location of these supposed fires, seems to be in a subterranean region, abounding with quartz and the materials of granite, as they are the most frequeut of the substances filling veins. The granite contains the following metals, or substances having me- tallic bases, sulphuret of molybdenum, lead, zinc, and copper ; sul- phate of lead and of barytes; magnetic iron and plumbago. I am not aware, however, that the granites of Georgia, ‘contain any of these metals. It is a question of importance to the miner, how far when working a vein, he should go with his excavations. 1 know of no rule that would apply generally, for although mines have been wrought in Chili and Peru, to the depth of nine hundred feet, yet as we have no such description of the geological formations of those countries as would answer the purpose of the miners, we are com- pelled to suspend the exercise of our judgment, until we know that analogous or equivalent circumstances, exist in the geological char- acter of those countries, and of this. Gold is said to occur in “ vast quantities,” at the depths, mentioned above. I think it advisable, in experimental excavations, to follow the vein as long as we can per- ceive a trace, or until we arrive at such depth, that it could not, though tolerably rich be profitably worked. It is usual with us, to sink a shaft on the vein and assay the quartz as we descend, and as soon as we arrive ata rich place, to commence tunneling* and separating the gold. It would, however, more surely lead to the attainment of the knowledge so much needed, if the former course were pursued, and the tunnel delayed until we were satisfied, that we had gone as deep asis required. It is probable that rich mines are, every day, aban- — in consequence of disappointments in shafts of twenty, thirty, "T use the word tunnel, although the miner would probably express the same idea by the term « ee asin Jacob's Inquiry. 12 Gold Mines of Georgia. or forty feet. . In working a shaft, in the decomposing rocks, or in clay, it will be requisite to curb them in a substantial manner with wood, as the work ‘is sufficiently laborious and discouraging, without adding the risk of life. The roof of a tunnel should be stanchioned as the workmen proceed, and the number of stanchions, will depend on the consistency of the rock in which the excavation is made, and are never to be omitted, although it be in granite, for there are so many fissures in these rocks, that there is always danger to be avoid- ed, by using the precautionary measures, adopted for those of a worse appearance. Fig. 15, exhibits a method of stanchioning a tunnel, recommended Gold Mines of Georgia. 13 by its simplicity and economy of timber. Seven feet square isa good size for a shaft, in which it is intended to work two buckets by hand, although five feet will admit the free use of the tools, &c. with- out the buckets. Two of the sides of a shaft, should be in the same direction with the vein, and the other two crossing it, as exhibited in Fig. 16. It is not always requisite to commence a shaft on the vein at the surface, for if it dips much, it will soon run out as in Fig. 13. In such a case, it may be advisable, to begin so near to one side of the vein, that it may come into the shaft at any given depth. A vein may occur so near the side of a ridge, that it would be an ann to ong a tunnel: into the side as at Fig. 17. 17 SS oe Se “ = 4 ee Ss By this method, the chippings may be carried off in wheelbarrows, or evén in carts, more conveniently, than when hoisted vertically the same distance. It should be remembered to give the floor suffi- cient inclination, to carry off whatever may come into the workings. A tunnel of this kind is often necessary for the purpose above, but by commencing operations in this way, so much may ultimately be saved. An improved excavator waggon, working on railways, could be used to gies when a situation: cceary ot the kind spt men- tioned. a Separating Puen yes ‘There are two properties of gold of which we may take advasenge, in separating it from the ore in which it is found. These are its su- perior gravity and facility of amalgamation with mercury, and its re- sistance to es atria heat ; and the acids cannot aid, 14 Gold Mines of Georgia. except in. ogee it from alloy with other metals, by a process called “ parting.” All machines for separating, must be adapted to one or the other of the former properties; they are therefore denomina- ted gravitating and amalgamating machines. The most simple pro- cess is called “ panning out,” and is performed on the gravitating principle. _ A tin or other pan, entirely free from grease, about four- teen inches diameter, and two inches and a half deep, is filled with the auriferous gravel and taken to a branch or other stream, and the same is washed by stirring it and by inclining the pan, until the light- er substances are carried off, leaving the gold and a fine black ferru- ginous sand at the bottom. ‘This is avery tedious process, but a per- son expert in the practice can secure every particle of gold, however minute. The “hollow gum” is, apparently, the first improvement in the pan; it is a hollow semi-cylinder, about eight feet long and of a diameter depending on the size of the tree of which it is made, say of from twelve to twenty inches., On the inside there are cleats or riffles fitted close, to prevent the gold they intercept, from passing ; they project about an inch. The gravel is thrown in at the upper end, and there stirred about with a rake, until the water from the conductor a, Fig. 18, washes off the dirt. The ¢ravel is thus cauitey off, snl a new supply put in to be acted on as before. When the work for the time is done, the contents of the gum are put into the pan, and the garnets, ferruginous sand; &c. washed off, thus complet- ing the process. Ishould have mentioned that the gum was kept rocking by a man at the lever, as represented in the figure. Compat- ed with the pan, there can be no doubt that the gum saves labor, but ie as certainly, in careless hands, increases the risk of not saving the Gold Mines of Georgia. 15 At Fig. 19, we have represented another machine. It consist of an inclined plane and box c, with bars across. Half of the plane at the upper end is solid and lined with stout sheet iron ; auriferous gravel is there manipulated by a man and rake, and when sufficiently done, it is allowed to descend to the lower end of the plane, which is per- forated and the gold, &c. thus passes into the.box ¢, while the gravel. is thrown out at d. If this machine is cleared, two or three times a day, it answers very well, but when neglected and the bars get filled up and clogged, it loses the light particles ; the process is closed with the pans in this andolser; like the former. Fig. 20, appears to be an attempt to improve the gum by adding the inclined plane ; @ is a rectangular drawer instead of the gum or 16 Gold Mines of Georgia. box c in the preceitinn figure, which is furnished with cleats, &c. ; the water is distributed over the whole plane and the working is aided by the spring laths don each side. ‘This cannot be called. an improve- ment asit is liable to all the objections which apply to the pan-gum or inclined plane, but especially to another which is the shape of the drawer, causing the water to act very forcibly in passing from one side to the other, and thus increasing the probability of the fine par- ticles being carried off with it. ‘The other machines in commen use, are mere modifications of those already described. For those pat- ented, the “ Journal of the Franklin Institute” may be consulted. An arrangement tried by the author, is intended to unite the amalga- mating to the gravitating process ; it is used-when the assay has shewn that mercury will be required to collect the minute particles. It is applied in the following manner. The preparatory washing of the gravel is to be effected in a revolving i iron cylinder, similar to a bolter, which will also cause a separation of the large gravel to be discharged at the lower end. _ The gold and finer fragments of rock, garnets, 8c. that have passed through the perforations of the cylinder, are to be swept over a perforated plane, the perforations being of such size as as to allow the largest particles of gold to pass through into rockers, on the principal of the “gum” but hinged by the edge instead of . being hung on gudgeons at the centre. The machine, thus far, is capable of securing every particle having any appreciable gravity, but if there are as many minute particles as will pay the expense of saving, 1 then add the amalgamator, which receives the washings from the rockers and triturates them with the mercury.* There are not many deposit mines requiring the aid of mercury, and when used with the pulverized gangue of the veins or ridge mines, the process is some what different; heat, salt, or acid is then introduced with the ore, and a limited measure of water. The Mexican method is given in the Journal before alluded to. A mill for pulverizing, and a furnace for heating the quartz, are necessary to the vein mines. * The drawings are in the patent _— ers the ae is not patented, but will be as soon as uty « offers Gold Mines of Georgia.. 17 Fig. 21, is a representation of the process by which gravel is obtained by boats from the beds of the rivers. A man forces. his shovel into the gravel near one end of the boat, and when he thinks he has it deep enough walks to the other end, bearing down the han- dle, and thus loosening the gravel so that it may be hoisted into the boat by an assistant, who also works a shovel on the other side. In this way a boat and two men make five loads per diem. I have known a load to yield 6 dwts. although the average is much less. Shelton’s Gold Mine.—This mine is on the waters of the Soquee a branch of the Chattahoochie river, and with ranges of lots in the fifteenth district, forms the dividing ridge between the Soquee and Tallulah, a branch of the Savannah river. The Oaky mountain is to the north of 35 about a mile, and from the top of it Clarksville can be distinctly seen; it is probably the highest peak in this ridge, as there are no others’ intercepting a view of the Apalachian termina- ting ridges. The large branch running through 35, terminates at the base of the Oaky mountains, and is supplied by the springs that issue from it and the neighboring elevations. The surface of the lot is ve- ry uneven, as may be seen on inspecting the sections attached to the plan. One corner of the lot appeared to be eight hundred feet above . the level of the branch. The geological arrangement of the rocks is not ascertained. Gneiss predominates; there are strata of mica and talcose rocks,- and fragments of quartz are abundantly scattered over the surface, indicating veins. ‘The bottom described by the dot- ted lines, is alluvial and fit for cultivation; on the smaller branches, Vou. XXIV.—No. 1 . Gold Mines of Georgia. tolerable patches could be obtained, especially on No. 2. The branches 1, 2, and 3, are always wet and afford: sufficient water to wash outithe gold; the main branch could easily be made to work machinery for that purpose; all the other branches are dry, except in rainy weather, or after a wet season. . The great deposit of gold, was found on No. 1 and is supposed to have been disintegrated from veins on the adjacent ridge. No. 2 af- fords some beautiful and rich specimens, and I am told is considered fully as valuable as No. 1 although it has not been worked, except in some experimental pits. Plan and sections of lot 35 in the eleventh district of Habersham, Geo. on which is the celebrated mine, known as .Shelton’s Gold Mine. ry ’ ’ , ; ' t ‘ ri 4 aan a nm an, - pital Y Bz, Stone pis road to Clarkesville —B, John Fruc.—C, se rage ieee This space between the dotted lines, fit for cultivation. Sr ee del. oe " -BOOK. Fig. 1. Lied lines thus....... Red detted lines Piso Method of conducting the Canal Surveys. 19 Arr. Il.—Method of Conducting the Canal Surveys in the State of New York; by E. F. Jounson, Civil Engineer. Ar the time shin the two great Canals of ie state of New York were constructed, the outlines or boundaries of the ground which they occupied were not established by any accurate or systematic surveys, and hence no means were afforded for ascertaining the pre- cise extent of ground intended to be appropriated by the state for their use. At the period of shetr completion, the damages to the different pro- prietors whose lands were intersected and injured by them, were as- sessed by commissioners duly appointed-and authorized for the pur- pose. ‘These commissioners in making their estimates directed measurements to be made, in very many instances, for determining as nearly as practicable, without too much delay and expense, the average length and breadth of the several portions of ground tak- en from the different aaa through whose Jands the -epem passed. From these measurements ss approximate quantity of ground con- tained in each portion was deduced, which compared with its value per acre, enabled the commissioners to determine, with greater cer- tainty than could otherwise have been attained, the actual damage to _ individuals occasioned as above stated. Although the measurements thus made, may have sciversd suffi- ciently well perhaps for the purpose for which they were instituted, yet the want of more perfect and systematic surveys in accurately defining the outlines of the Canals was soon felt. ‘The proprietors of the adjoining grounds, being ignorant of the precise extent of the claims of the state, could only refer, in their instruments of convey- ance, in a general manner, to the Canal as a boundary, and were equally at loss in the erection of buildings in those cases where as near an approach to the Canals as possible was desirable without in- fringing upon the rights of the state. The inconvenience resulting from this state of things was not con-— fined altogether to individuals. ‘The rapid increase in the value of lands bordering the Canals, which followed their completion, and the numerous encroachments which were in consequence made upon the - ground required for their efficient and successful operation, render- ed it necessary for the state to devise some means of preventing any ee 20 Method of conducting the Canal Surveys. future inconvenience from the same source. This it was apparent: could be done only through the medium of surveys properly execu- ted, the maps, field-books, &c. of which, should be deposited in some place convenient for reference. The result of the legislative action upon the subject i is to be found in Part. 1. Chap. IX, Title IX. of the Revised Statutes of the state of New York, in nearly the following words: A complete manuscript map and field notes of every Canal that now is or hereafter shall be completed, and of all the lands belonging to the state adjacent thereto or connected therewith shall be made, on which the boundaries of every parcel of such lands to which the state shall have a separate title, shall be designated, and the names of the former owners and the date of each title be entered. The expense to be defrayed out of the Canal fund. The surveys to be executed under the direction of the Canal commissioners, and appro- ved by the Canal board, and when completed to be filed in the of- fice of the comptroller. Copies of the maps and field notes so filed are to be made under the direction of the Canal board, and trans- mitted by the comptroller to every county intersected by the Canals to which the maps shall relate, and filed in the Clerk’s office of such county. The portion of the raviend a statutes from which the preceding is ta- ken received the legislative sanction in 1827, and in 1828 and ’9 the attention of the Canal commissioners was directed to the subject with the view of making the necessary arrangements for the execution of the surveys. The Canals which were at this time pomeleced and considered as the property of the state, were the Erie, Champlain, Seneca and Cayuga, and Oswego, which, including the Chemung and Crooked Lake Canals, upon which operations had already been scrneneneats constituted an extent of nearly six hundred miles. In accomplishing the survey of these works the importance was at once seen of a rigid adherence to the same uniform system through- out; and it was likewise obvious that the greatest caution and judg- ment should be exercised in selecting from the different modes which might be devised, the one which should afford the means of deter- mining at any future day, with the greatest practicable degree of pre- cision, the outlines of the land set apart ~_ the state for the use of the Canals. . Method of conducting the Canal Surveys. 21 In the investigation of the subject, it became apparent that one of two modes differing materially from each other in their general prin- ciples, must be adopted. The first method contemplated the measurement, in the usual man- ner with the circumferentor and chain, of the outlines of the ground occupied by the Canals, with such references to permanent objects and cross measurements as were puegond for verifying the 2 Si of the survey. In the other method the inches of the outlines or boundaries was to be determined by offsets, made in a specified manner, from a base line situated vpon and coinciding with the inner edge of thé towing- path, the best defined, and, (as an object for general reference) the most permanent part of the Canal. References were likewise to be made as contemplated in the preceding method to all accessible objects of a penne character for verifying the accuracy of the surve This latter method being the one which received the sanction of the commissioners and Canal board, its details will be more fully de- scribed as follows. 1. The measurements in the dinnetian of the length of the Canal were made upon the base line above mentioned, situated upon or co- inciding with the inner edge of the towing-path. ‘The height of the surface of the towing-path, and the inclination of its inner slope being supposed the same as specified in the transverse profile adopted in the construction of the Canals. - 2. The several changes in the direction of ae base line were re- fered to the magnetic meridian. The whole line being thus resolved into as many separate alignments, as it contained portions having dif- ferent courses or beari 3. The several alignments were accurately measured in chains and tenths ; (fractions other than tenths being avoided by a very little care in arranging the stations) and the distances upon each to the several points where the lines of roads, counties, towns, patents, lots, &c. in- tersected the same, together with their courses or bearings, were care- fully observed. 4. The distances likewise to all waste-weirs and culverts, oie to all streams that discharged themselves into or otherwise intersected the Canals were taken, and the same was done with respect to the road and farm bridges, locks, aqueducts, &c. ‘The distances to the bridges were taken to the lines joining the two nearest angles or cor- 22 Method of conducting the Canal Surveys. ner-posts of their abutments—those to the locks to the lines passing through the centers of the two nearest quoin-posts, and those to the aqueducts to the faces of their abutments. 5. Offsets for determining the breadth of ground occupied by the Casal were made from the base line at each angle or station and like- wise at every other point where a variation in the breadth of the Ca- nals required. he directions of the offsets were such as to bisect the angles formed by the two portions of the base line situated con- - tiguous to them on each side, or in other words, the directions of the offsets at the several stations were such as to bisect the angles form- ed by the alignments, on the towing-path, the intermediate offsets be- ing described perpendicular to, and the distances upon both reckoned from the same alignments in links. - 6. The offsets on one side, across the towing-path, were made to extend at least twenty links (that being the minimum fixed by the commissioners) and in every case to reach to the base of the out- er slope of the embankment. The offsets in the opposite direction, across the Canal, were made to extend at least fifteen links from the margin of the water, that being the minimum allowance for the breadth of the berm, and in every case to reach to the base of the exterior slope of the embankment, if any, upon that side. 7. Wherever an enlargement in the breadth of the Canal render- ed the method of offsets inconvenient or impracticable, the portion included in said enlargement was surveyed in the usual manner by measuring the courses and distances of the several lines that enclosed it on the side opposite to the towing-path. 8. The survey embraced within its limits all grounds pertaining to the Canal including all tracts or lots of land, set apart or appropriated for the purposes of lock-houses, weigh-locks, collector’s offices, &c. with the names of the former owners and the date of each mee title inserted as far as the same could be ascertained. 9. The results of the measurements made as above desatibed were inserted in a field-book prepared as represented in the annexed draw- ing, Fig. 1. Each page of the book was ruled into parallel lines as aa’, bb’, &c. one fourth of an inch distant from each other. Near the center of each page and at right angles with those lines a red line as AB was drawn extending across all the pages of the book. 10. The red line thus drawn represented the base line of the sur- vey. The portion of this'line as KD or DH corresponding to any given alignment, was made to embrace in its length as many of the Method of conducting the Canal Surveys. 23 spaces included by the parallel lines as there were chains in the align- ments, or, if the smallness and number of the objects to be noted ren- dered it necessary to enlarge the scale, double the said number of spaces were taken for the purpose mentioned. _ 11. The offsets as Ko, Kn, Dr, and DS, &c. for the heoeiith of the survey, were in every case represented upon the larger or doub- ’ Je scale, that is, two spaces or one half of an inch was assumed as equal to one chain. The offsets at the several stations or angles K. D. H. &c. in the base line,. were represented by continued red lines. The intervening offsets as L w were indicated by the red dot- ted lines. 12, The distences between the several stations, or the lengths of each separate alignment, were inserted at the ends of the same, with- in the space occupied by the Canal. The. same was likewise done with respect to the intervening offsets and all other measurements up- on the base line, the distances being in each case reckoned from the last preceding station. The lengths of the offsets were inserted on the right and left of the Canal, according as they were made on one side or upon the other 13. In the field-book shod arranged all lines appertaining to the survey were described as nearly as possible in their true positions ; likewise all such objects of interest of every description, including roads, streams, buildings, changes in thé inclination of the ground, geological characteristics, localities of minerals, &c. &c. as came within the limits of the field-book, were carefully sketched. . The sketches being executed with greater accuracy through the aid of the parallel lines as above described. 14. The results of the measurements for the several hinieas and distances were distinctly put down upon the lines to which they res- pectively belonged, and the whole accompanied by such remarks as were necessary ee to elucidate every _— of i importance re- lating to the survey.* *It is perhaps proper to remark that occasional observations for determining the variation e magnetic needle were contemplated, but for the want of the neces- instruments, were omitted. The importance of such observations was er duly considered, and the precaution was frequently taken to note with the m oat bearings of distant and permanent objects, so that, ren hrs me ult ob- servations be hereafter instituted, the exact variation of the magnetic meridian as it existed at the time of making the survey can be easily ascertained 24 Method of conducting the Canal Surveys. . Fig. 2. exhibits a portion of the map as constructed from the field minutes. It differs from the field-book principally in the circum- stance of its several lines.and angles being reduced to their proper relative positions and dimensions. The explanations therefore which have been given for the one will it is believed, be sufficient for a prop- er understanding of the other. The maps were formed on separate sheets of super royal paper, bound in the Atlas style, each volume containing fifty sheets and comprehending about thirty or thirty-five miles of Canal. They were projected upon the same uniform scale of two chains to the inch and the border lines, on each separate sheet, were so drawn relatively as to coincide in direction with the magnetic cardinal points of the hori- zon. ‘The shading and lettering were executed in a superior man- ner and the whole exhibited a style and perfection of finish corres- ponding with the importance of the survey. Of the two modes of survey whose merits were canvassed by the commissioners, the one above described, was the one to which, as al- ready stated, the preference was awarded. In this method the principal measures in the direction of the length of the Canals, were made upon the base line, situated upon the level and even surface of the towing path, under circumstances, it will be conceded, in the highest degree favorable for accuracy ; while in the other mode the measures would have been subject to all the errors arising from inequalities of ground, and the various obstacles to be met with upon the outlines, such as trees, fences, streams of water, ravines, swamps, rocks, &c. which occur more or less frequently upon all portions of the Canals; add to this, the absolute impracticabili- ty of making such a survey in the many places where the Canal is bounded on both sides by impassable swamps, as is the case at the. Cayuga marshes, or is separated as it frequently is, from an adjoining river, by a high terrace wall or embankment, or is bounded upon the berm side by a steep and thickly wooded side-hill, or by lofty and precipitous rocks, similar to what is seen at the Little Falls, at Flint Hill, at the Big Nose, or at the Cohoes upon the Mohawk and at va- rious other places. In the method, as pursued, the base or governing line, is located upon the inner edge of the towing path, the best defined, and for the purpose of general reference, unquestionably the most permanent part of the Canal. ‘The importance of maintaining a hard and even surface for the horse track, renders it necessary to construct it of ma- Method of conducting the Canal Surveys. 25 terials of a solid and durable character. Its inner edge likewise is usually protected by a slope wall of stone or docking of timber to re- sist the-action of the water, the abrasive effects of which if they oc- cur at all, are confined to short distances and to particular: places, and under circumstances, which render it an easy matter to deter- mine the precise extent of the encroachment. Upon the New York Canals, and indeed upon most other works of the kind in the coun- try, there are distances of miles together where substantial buildings or bridges or objects of an equally permanent character cannot be found, in consequence of which, and from the little reliance to be placed upon the directive property of the magnetic needle, in tracing long and irregular lines, in cases where an error of even one or two feet in the distance of a mile would be attended with se- rious inconvenience, and considering moreover, the imperfection and disagreement of different instruments, and the want of the requisite skill not uncommon with many surveyors, a constant reference to some part of the Canal, as a standard for preserving the location of the outlines becomes absolutely essential. In selecting the part of the Canal for this purpose, the choice, it will be obvious, would necessarily fall, either upon the inner edges of the berm or towing path, or upon one or both margins of the water. Of these the towing path was considered as entitled to the preference, since the berm side is not only constructed of less durable materials, more liable to abrasion and seldom kept in proper repair, but for much of the distance where the Canal runs along sidelong’ ground no regular or artificial berm is formed, the water being allowed to. flow back and conform to the natural irregularities of the surface. In some places likewise the berm, is subject to alteration from the grad- ual sliding or giving of the earth producing a contraction of the chan- nel, while the embankment on the side of the towing path remains comparatively firm and undisturbed. Similar objections will like- wise apply to either margin of the water, particularly on the berm side, while on both sides the marginal line is subject to constant va- riation from the fluctuations of droughts and floods, and the irregu- lar demand for the supply of inferior levels and for the purposes of lockage. , From the preceding it will appear, that even in the mode of sur- veying the outlines, as rejected by the commissioners, a general reli- ance must necessarily have been placed, as in the other method, up- on offsets to the inner edge of io Wie ccc with this difference, Vou. XXIV.—No. 1. 26 . Method of conducting the Canal Surveys. that as no survey is made along the inner edge of the towing path, any changes or variations in it cannot be so easily detected and rec- tified.. These offsets likewise, owing to the great difference in level of the surface of the towing path, and the ground on which the out- lines are situated, particularly in places where there are high em- bankments or deep excavations, would be subject to very great in- | accuracy, which combined with the difficulty of reducing them to any regular system, would occasion many irreconcilable discrepan- cies between the measures upon the offsets and those upon the out- lines, and render the precise location of the boundaries a matter of corresponding uncertainty. Inthe mode as pursued, the accuracy or inaccuracy of the offsets does not in the least ‘affect the location of the base line, and by means of the measures upon it, and the uniform mode of describing the offsets, the bearings and distances of the out- lines can be calculated, if required, with much greater precision than they could possibly be measured, and when so calculated, the differ- ent parts of the survey, will have the additional merit of a perfect agreement with each other, a desideratum which in the other method must be pronounced to be practically unattainable. Another consideration of much importance in favor of this a is found in the facilities afforded for recording the field notes and representing the whole by means of sketches end diagrams in such a manner as to avoid all liability to mistake or confusion and present- ing at the same time a very tolerable map of the survey. The check likewise which the mode of sketching exercises over the measures with the chain—the one keeping pace in all cases with the other, and both under the immediate and constant supervision of the survey, or (each chain-distance on the base line being represented by its cor- responding space in the field-book,) combined with the practice of requiring a separate account from each of the Senet rendered an error in the reckoning almost impossible. In the other mode the frequent obstructions to be anceusioend up- on the outlines and the constant necessity of deviating by offsets from a direct course, would add very much to the liabilities to error, and. although the measures, upon the two outlines if the cross measures were repeated often enough, would serve to detect any errors or omissions of integer chains upon each, yet no evidence would be af- forded, upon which of the lines it occurred, and an attempt to cor- rect without an actual re-survey would be as likely to increase as to remedy the evil ; add to this, the discrepancy that would unavoidably Method of conducting the Canal Surveys. 27 result from the circumstance of the two outlines being surveyed at perhaps different times by different surveyors with different instru- ments and different assistants, and the great inconvenience of refer- ring, at any future time, for the results of the measures of a given por- tion of the Canal, to different field-books or to different parts of the same field-book, a necessity which from the nature “ the case could not be.avoided. The disadvantage of this mode, is likewise evident in another re- spect. The law of the Legislature authorizing the survey, requires that the maps and field-books, with all that they contain, shall be sanctioned and certified by the commissioners, and for this purpose before the survey can be said to be completed, the whole ground must be examined by the commissioners in company with the sur- veyor, and in the many instances where the opinion of the former would probably differ from the latter, as to the. precise extent of ground proper to be embraced in the survey, alterations in the measures and the field-books must necessarily be made. These cannot be effected without completely deranging the previous sur- veys, and requiring an entire re-survey of the objectionable portions, while in the method as adopted, the necessary alterations are spee- dily and easily effected by simply enlarging or diminishing the offsets to the extent required. In tracing the outlines, moreover, by the former mode, the surveyor from a natural desire to expedite his work, by reducing the number of separate courses or bearings, might per- haps extend his lines to an undue length, the consequence of which would be, that the outlines would, in many places approach nearer to, and in others recede farther from the Canal than would be proper, and too much or too little ground would be embraced within the.survey. This would be particularly the case, upon the concave and convex sides of those portions of the Canal which were the most curved. In the method as pursued, this difficulty is entirely avoided, The variations in the breadth of the ground embraced in the survey are gradual, conforming as nearly as possible to the natural changes in the surface of the ground and the requisitions of the canal. It moreover completely secures to the State the possession of the spe- cified breadth of ground, appropriated to the Canal, and in this res- pect it accords in its practical operation with the established principle that the interest of the public should always take precedence of that of individuals, in all cases where the means necessary for the per- fect protection of the former, are so limited, that the extreme of 28 ‘Philosophical Character of Dr. Priestley. abuse or encroachment which can possibly result, will not expose the rights of the latter to material or important injury. There is still another consideration of great importance in favor of this method which does not exist in the other. In all ordinary cases the location of the boundaries may be determined without the aid of the circumferentor, by means of the chain only. The great- est error which can thereby result in the position of either boun- dary, will not, exceed ten or twelve inches, supposing the offsets to be made twelve degrees out of their proper direction, and in the majority of cases will not probably exceed one-third or one fourth of that amount. ; The expense likewise, of this mode: is at least lant per cent. less than by the other, and when it is considered that the object to be at- tained is effected in a much more perfect and scientific manner, it must be conceded that it possesses.a decided superiority. The mode of survey above described is alike applicable to rail- ways as to Canals, and the description of it is thus publicly made, that those who are engaged in the construction of works of inter-commu- nication may avail themselves of the advantages which it possesses over the less pian mention ordinarily pursued in such cases. ; ‘Middletown, Conn. Nov Art. III.—An Estimate of the Philostphcal Character of Dr. Priestley; by Witt1am Henry, M. D,, F.R.S., &c. &e. Read to the first epecee of the British Association, _ the promotion of science, ee York, —— 28th, 1 Tue principal source of the materials of the following pages, is the work, in which the discoveries of Dr, Priestley were originally. announced to the public. It consists of six volumes in octavo, which ’ were published by him, at.intervals between the years 1774 and. 1786; the first three under the title of “ Experiments and Obser- vations on different kinds of Air ;”. and the last three under that of « Experiments and Observations relating to various Branches of Nat- ural Philosophy, with a continuation of the Observations on Air.” These volumes were afterwards methodised by himself, and com- pressed into three octavos, which were printed in 1790. As a rec- ord of facts, and as a book of reference, the systematized work is to be preferred. But as affording materials -for the history of that Philosophical Character of Dr. Priestley. 29 department of science, which Dr. Priestly cultivated with such ex- traordinary success; and, still more, for estimating the value of his discoveries, and adjusting his station as an experimental philosopher, the simple narrative, which he originally gave in the order of time, supplies the amplest and the firmest ground-work. In every thing that respects the history of this branch of experi- mental philosophy, the writings and researches of Dr. Priestley, to which I have alluded, are peculiarly instructive. They are distin+ guished by great merits, and by great defects; the latter of which are wholly undisguised by their author. He unveils, with perfect frankness,’ the whole process of reasoning, which led to his discov- eries; he pretends to no more sagacity than belonged to him, ‘and sometimes disclaims even that to which he was fairly entitled; he freely acknowledges his mistakes, and candidly confesses when his success was the result of accident, rather than of judicious anticipa- tion; and by writing historically, and analytically, he exhibits the progressive improvement of his views, from their first dawnings, to their final and distinct development. Now, withwhatever delight we may contemplate a systematic arrangement, the materials of which have been judiciously selgcted, and from which every thing has been excluded, that is not esserftial to the harmony of the general design, yet there can be no question that as elucidating the operations of the hu- man mind, and enabling us to trace and appreciate its powers of in- vention ‘and discovery, the analytic method of writing has decided advantages. To estimate, justly, the extent of Dr. Priestley’s claim to philoso- phical reputation, it is necessary to take into account the state of our knowlege of gaseous chemistry, at the time when he began his inqui- ries. Without underrating what had been already done by Van Hel- mont, Ray, Hooke, Mayow, Boyle, Hales, Macbride, Black, Cav- endish, and some others, Priestley may be safely affirmed to have entered upon a field, which, though not altogether untilled, had yet been very imperfectly prepared to yield the rich harvest, which he afterwards gathered from it. The very implements, with which he was to work, were for the most part to be invented ; and of the mer- its of those, which he did invent, it is a sufficient stool that they con- tinue in use to this day, with no very important modifications. Al! his contrivances for collecting, transferring, and preserving different kinds of air, and for subraitting those airs to the action of solid and liquid substances, were exceedingly simple, beautiful, and effectual. 30 Philosophical. Character of Dr. Priestley. They were chiefly, too, the work of his own hands, or were con- ed under his direction by unskilled persons; for the class of in- genious artists, from whom the chemical philosophers now derives - such valuable aid, had not then been called into existence by the de- mands of the science. With a very limited knowledge of the general principles of chemistry, and almost without practice in its most com-~ mon manipulations ;—restricted by a narrow income, and at first with little pecuniary assistance from others ;—compelled, too, to devote a large portion of his time to other pressing occupations, he neverthe- less surmounted all obstacles; and in the career of discovery, out- stripped many, who had. long been exclusively devoted to science, and were richly peudies with all sepiancee and means for i its ad= vancement. It is well known that the accident of living near a public Seeing at Leeds, first directed the attention of Dr. Priestley to pneumatic chemistry, by casually presenting to his observation the appearances attending the extinction of lighted chips of wood, in the gas which floats over fermenting liquors. He remarked, that the smoke form- ed distinct clouds’ floating on the surface of the atmosphere of the. vessel, and that this mixture of air and smoke, when thrown over the sides of the vat, fell to the ground; from Whence he deduced the greater weight of this sort of air than of atmospheric air. He next found that water imbibes the new air, and again abandons it when boiled or frozen. *These more obvious properties of fixed air hav-. ing been ascertained, he extended his inquiries to its other qualities and relations ; and was afterwards led by analogy to the discovery of various ethers gases, and to the investigation of their characteristic properties. It would be inconsistent with the scope of this Essay to give a fall catalogue of Dr. Priestley’s discoveries, or to enumerate more of them, than are necessary to a just estimate. of his philosophical habits and character. He was the unquestionable author of our first knowl- edge of oxygen gas, of nitrous oxide, of muriatic, sulphurous, and fluor acid gases, of ammoniacal gas, and of its condensation into a solid form: by the acid gases. Hydrogen gas was known before his time ; but he greatly extended our acquaintancé with its properties. Nitrous gas, barely discovered by Dr. Hales, was first investigated by Priestley, and applied by him to eudiometry. To the chemical history of the acids derived from nitre, he contributed a vast acces- sion of original and most valuable facts. He seems to have been Philosophical Character af Dr. Priestley. 31 quite aware that those acids are essentially gaseous substances, and that they might be exhibited as such, provided a fluid could be found: that is incapable of absorbing or acting upon them.* He obtained, and distinctly described,+ the curious crystalline compound of sul- phuric acid with the vapor of nitrous acid, or, more correctly, of sul- phuric and hyponitrous acids, which, being of rare occurrence, was forgotten, and, has since been rediscovered, like many other neg- lected anticipations of the same author. He greatly enlarged our knowledge of the important class of metals, and traced out of their most interesting relations to oxygen and to acids. He unfolded, and illustrated by simple and beautiful experiments, distinct views of com- bustion 5 of the respiration of animals, both of the inferior and higher classes ; of the changes produced in organized bodies by putrefac- tion, and of the causes, that accelerate or retard that process; of the importance of azote as the characteristic ingredient of animal substan- ces, obtainable by the action of dilute nitric acid on muscle and ten- don ; of the functions and economy of living vegetables; and of the relations and subserviency, which exist between the animal and veg- etable kingdoms. After trying, without effect, a variety of methods, by which he expected to purify air vitiated by the breathing of ani- mals, he discovered that its purity was restored by the growth of liv- ing and healthy vegetables, freely exposed to the solar light. It is impossible to account for these, and a variety of other discov- eries, of less importance singly, but forming altogether a tribute to science, greatly exceeding, in richness and extent, that of any.con- temporary, without pronouncing that their author must have been fur- nished by nature with intellectual powers, far surpassing the common average of ‘human endowments. If we examine, with which of its various faculties the mind of Dr. Priestley was most eminently gifted, it will, I believe, be found that it was most remarkable for clearness and quickness of apprehension, and for rapidity and extent of asso- ciation. Gn these qualities weré founded that apparently intuitive perception of analogies, and that happy facility of tracing and pursu- ing them through all their consequences, which led to several of his most brilliant discoveries. Of these analogies many were just and legitimate, and have stood the test of examination by the clearer light, since reflected upon them from the improved condition of sci- *Series I. Vol. ii.p.175. | ~—=—=—=t Series II, Vol. i. p. 26. 32 Philosophical Character of Dr. Priestley. ence. But, in other cases, his analogies were fanciful and unfound- ed, and Jed him far astray from the path, which might have conduct- ed him directly to truth. It is curious, however, as he himself ob- serves, ‘that in missing one thing, of which he was in search, he often found another‘of greater value. In such cases, his vigilance seldom failed to put him in full possession of the treasure upon which he had stumbled. Finding by experience, how much chance had to do with the success of his investigations, he resolved to multiply experiments, with the view-of increasing the numerical probabilites of discovery. We find him confessing, on one occasion, that he ‘was led on, by a random expectation of some change or other taking place.” In other instances, he was influenced by theoretical views of so flimsy a texture, that they were dispersed by the first appeal to experiment. These mistakes,” he observes, “it was in my power to have con- cealed; but I was determined to show how little mystery there is in the business of experimental philosophy ; and with how little saga- city, discoveries, which some persons are pleased to consider great and wonderful, have been made.” Candid acknowledgments of this kind were, however, turned against him by persons envious of his growing fame ; and it was asserted that all his discoveries, when not the fruits of plagiarism, were “lucky guesses,” or owing to mere chance.* Such detractors, however, could not have been aware of the great amount of credit, that is due to the philosopher, who at once perceives the value of a casual observation, or of an unexpect- ed result; who discriminates what facts are trivial, and what are im- portant; and selects the latter, to guide him through difficult and perplexed mazes of investigation. In the words of D’Alembert, “Ces hazards ne sont que pour ceux qui jouent bien.” The talents and qualifications, which are here represented as hav- ing characterized the mind of Dr. Priestley, though not of the rarest kind, or of the highest dignity, were yet such, as admirably adapt- ed him for improving chemical science, at the time when he lived. What was then wanted, was a wider field of observation ;—an en- larged sphere of chemical phenomena ;—an acquaintance with a far greater number of individual bodies, than were then known; from the properties of which, and from those of their ‘combinations, tenta- * These charges, ge that of plagiarism, which had been unjustly advanced by some friends of Dr. Higgins, were triumphantly repelled by Dr. hioess in a pamphlet entitled, ‘‘ Philosophical Empiricism,’’ published in 1775. Philosophical Character of Dr. Priestley. . 38 tive approximations to general principles might at first be deduced’; to be confirmed or corrected, enlarged or circumscribed, by future experience. It would have retarded the: progress of science, and _ put off, to a far distant day, that affluence of new facts, which Priest- ley so rapidly accumulated, if he had stopped. to investigate, with painful and rigid precision, all the minute circumstances of temper- ature, of specific gravity, of absolute and relative weights, and of crystalline structure, on which the more exact science of our own times is firmly based, and from which its evidences must henceforward be derived. Nor could such refined investigations have then been car- ried on with any success, on account of the imperfection of philo- — sophical instruments. It would have been fruitless, also, at that time, _ to have indulged in speculations respecting the ultimate constitution » of bodies ;—speculations that have no solid ground-work, except in. a class of facts developed within the last thirty-five years, all tending to establish the laws of combination in definite and in multiple pro- portions, and to support the still more extensive generalization, which has been reared by the genius of Dalton. It was, indeed, by the activity of -his intellectual felted; rdther than by their reach or vigor, that Dr. Prigstley was enabled to ren- der such important services to natural science. | We'should look, in vain, in any thing that he has achieved, for demonstrations of that powerful and sustained attention, which enables the mind to institute close and accurate comparisons ;—to trace resemblances that are far from obvious ;—and to discriminate differences that are recondite and obscure. The analogies, which caught his observation, lay near the surface, and were eagerly and hastily pursued ; often, in- deed, beyond the boundaries, within which they ought to have been circumscribed. Quick as his mind was in the perception of resem- blances, it appears (probably for that reason) to have been little adapt- ed for those profound and cautious abstractions, which supply the only solid foundations of general laws. In sober, patient, and suc- cessful induction, Priestley must yield the palm to many others, who, though far less fertile than himself in new and happy combinations of thought, surpassed him in the use of a searching and rigorous logie ; in the art of advancing, by secure steps, from phenomena to general conclusions ;—and again in the employment of general axioms as the instruments of farther discoveries. Among the defects of his philosophical habits, may be remarked, that he frequently pursued an object of inquiry too exclusively, neg- Vou. XXIV.—No. 1. 5 - . 34. Philosophical Character of Dr. Priestley. lecting others, which were necessarily connected with it, and which, if investigated, would have thrown great light on the main research. As an instance, may be mentioned his omitting to examine the re- lation of gases to water. ‘This relation, of which he had indistinet glimpses, was a source of perpetual embarrassment to him, and led him to imagine changes in the intimate constitution of ‘gases, which were in fact due to nothing more than an interchange of place be- tween the gas in the water and that above the water, or betwéen the - former and the external atmosphere. Thus he erroneously supposed that hydrogen gas was transposed into azotic gas, by remaining long confined by the water of a pneumatic cistern. ‘The same eager di- rection of his mind to a single object, caused him, also, to overlook several. new substances, which he must necessarily have obtained, which, by a more watchful eare, he might have secured and identified: At a very early period’of his. inquiries, (viz. before No- vember, 1771), he was in possession of oxygen gas from saltpetre, * and had remarked its striking effect on the flame of a candle; but he pursued the subject no farther untill August, 1774, when he again proctred the same kind of gas from the red oxide of mercury, and, in a less pure staté, from red lead. Placed thus a second time,with=. in his grasp, he did not omit to make prize of this, his greatest, dis- covery. He must, also, have obtained chlorine by the solution of- manganese in spirit of salt; but it escaped his notice, because, being received over mercury, the gas was instantly absorbed.* If he had employed a bladder, as Scheele afterwards did, to collect the pro- duct of the same.materials, he could not have failed to anticipate the Swedish philosopher, in a discovery not less important than that of oxygen gas. Carbonic oxide early and repeatedly presented itself to his observation, without his beiag aware of its true distinetions from other kinds of inflammable air ; ee it was reserved for Mr. Cruick- shank of Woolwich to unfold its real nature-and characters. It is re- markable, also, that in various parts of his works, Dr. Priestley has stated facts, that might have given him a hint of the law, since unfold- ed by the sagacity of M. Gay Lussac, ‘that gaseous substances com- bine in definite volumes.’ . He shows that 1 measure of fixed air unites with 14 measure of alkaline air, 1 measure of sulphurous acid with 2 measures of do. * Series If. p. 253, . Philosophical Character of Dr. Priestley. 35 1 measure of fluor acid with 2 measures ‘of do. 1 measure of oxygen gas with 2 measures nitrous, very nearly ; and that by the decomposition of 1 vol. of ammonia, 3 vols. of hy- drogen are evolved. Let not, however, failures such as isbn) to reap all that was with- in his compass, derogate more than their due share from the merits of Dr. Priestley: for they may be traced to that very ardor of, tem- perament, which, though to a certain degree a disqualification for close and correct observation, was the vital and sustaining principle of his zealous devotion to the pursuit of scientific truth: Let it be re- membered, that philosophers of the loftiest pretensions are charge- able with similar oversights ;—that even ‘Kepler and Newton over- “looked discoveries, upon the very confines of which they trod, but which they left to confer glory on the names of less ——— fol- lowers. Of the general correctness of Dr. Priestley’s s experiments, it is but justice to’ him to speak with decided approbation. In some instan- ces, it must be acknowledged, that his results have been rectified, by subsequent inquirers, chiefly as respects quantities and proportions. But of the immense number of new facts originating. with him, it is ; wees how very few are at variance with recent and correct ob- ervations. Even in these few examples, his errors may be traced ra causes connected with the actual condition of science at the time ; sometimes to the use of impure substances, or to the imperfection of his instruments of research; but never to carelessness of inquiry ‘ of negligence of truth. Nor was* he more remarkable for the zeal, with which he sought satisfactory evidence, than for the fidelity, with which he reported it. “In no one instance is he chargeable with mis- Stating, or even with straining or coloring, .a fact, to suit an hypothe- ‘sis. And though this praise may, doubtless, be, conceded. to the great majority of experimental philosophers, yet Dr. Priestley was singularly exempt from that disposition to view phenomena through a colored medium, which sometimes steals imperceptibly over minds of thé greatest general probity. This security he owed to his free~ dom from all undue attachment to hypotheses, and to the facility,, with which he was accustomed to frame and abandon them ;—a fa- cility resulting not from habit only, but from principle. = ses” he pronounces, in one place, “to be a cheap commodity ;” in another to be ‘of no value except as the parents of facts ;” and so far as he was s himself concerned, he exhorts his readers “ to consid. f 36 _.__ Philosophical. Character of Dr: Priestley. _er new facts only as discoveries, and to draw conclusions for them- selves.” The only exception to this general praise is to be found in the pertinacity with which he adhered, to the last, to the Stahlian hypothesis of phlogiston ; and in, the anxiety, which he evinced, to reconcile to it new phenomeha, which were considered by almost all other philosophers, as proofs of its utter unsoundness. But this anx- iety, it must be remembered, was chiefly apparent at a period of life, when most men feel a reluctance to change the principle of arrange- ment, by which they have been long. accustomed to class the multifa- rious particulars of their knowledge.. In all those feelings and habits that connect the purest morals with the highest pbibeapless (and that there is such a connection no one can doubt), Dr. Priestley is entitled to unqualified esteem and admi- © ration. Attached.to science by the most generous motives, he pur- sued it with an entire disregard to his own peculiar interests. He neither sought, nor accepted when offered, any pecuniary aid in his philosophical pursuits, that did not leave him in possession of the most complete independence of thought and of action. Free from all lit- tle jealousies of contemporaries or rivals, he earnestly invited other laborers into the field, which he was cultivating ; gave publicity, in his own volumes, to their experiments; and, with true candor, was — as ready to record the evidence which contradicted, as that which confirmed, his own. views and results. Every hint, which he had derived from the writings or conversation of others, was unreserved- ly acknowledged. As the best way of accelerating the progress of science, he recommended and practised the early publication of all discoveries ; though quite aware that, in his own case, more durable fame weil often: have resulted from a delayed and more finished performance. “Those persons,” he remarks, “ are’ very properly disappointed, who, for the sake of a little more reputation, delay pub- lishing their discoveries, till they are anticipated by others.” In perfect’ consistency with that liberality of temper, which has been ascribed to Dr. Priestley, it may be remarked also, that he took the most enlarged views of the scope and objects of Natural Science. In various passages of his works he has enforced, with warm and impressive eloquence, the considerations, that flow from the contemplation of those arrangements in the natural world, which are not only perfect in themselves, but are essential parts of one grand and harmonious design. He strenuously recommends experimental philosophy’as an agreeable relief from employments, that excite the * Philosophical Character of Dr. Priestley. 87 feelings or overstrain the attention ;' and he proposes it to the young, the high-born, and the affluent, as a source of pleasure unalloyed with the anxieties and’ agitations of public life. He regarded the benefits of its investigations, not merely as issuing in the acquire- ment of new facts, however striking and valuable; nor yet in the de- duction of general principles, however sound and important; but as having a necessary tendency to increase the intellectual power and energy of man, and to exalt human nature to the highest dignity, of which it is susceptible. The springs of such inquiries he represents as inexhaustible ; and the prospects, that may be gained by successive advances in knowledge, asin themselves “truly sublime and glorious.” - Into our estimate of the intellectual character of an individual, the extent and the comprehensiveness of his ‘studies must always enter as an essential element. Of Dr. Priestley it may be justly affirmed, that few men have taken a wider range over the vast and diversified field of human knowledge. In devoting, through the greater part.of his life, a large portion of his attention to theological pursuits, he ful- filled, what he strongly felt to be his primary duty as a minister religion. This is not the fit occasion to pronounce an opinion of the — fruits of those inquiries, related, as they are to topics, which still con- tinue to be: agitated as matters of earnest controversy. In Ethics, in Metaphysics, in the philosophy of Language, and in that of Geni- eral History, he expatiated largely. He has given particular histo- ries of the Sciences of Electricity and of Optics, characterized by strict impartiality, and by great perspicuity of language and arrange- ment. Of the mathematics, he appears to have had only a general or elementary knowledge; nor, perhaps, did the original qualities, or acquired habits, of his mind, fit him to excel in the exact scien- ces. .Qn the whole, though Dr. Priestley may have been surpass- ed by many, in vigor of understanding and capacity for profound research, ‘yet it would be difficult to produce an instance of a wri- ter more eminent for the variety and versatility of his talents, or mote meritorious for their zealous, unwearigd, en peennnn: em- ployment. AspendincSinée the foregoing pages were written, I haye added a few remarks on a passage contained in a recent work of Victor Cou- sin, in which that writer has committed.a material error as to the or- igin of Dr. Priestley’s philosophical discoveries. . “ La.chimie,” he observes, “est. unescréation du dixhuitiéme siécle, ‘une création de la France; c’est ’Europe entiére qui a alee chimie Francaise le 38. Philosophical Character of Dr. Priestley. mouvement qui a imprimé 4 cette belle science ‘une impulsion si forte et une direction si sage; c’est a l’exemple et sur les traces de La- voisier, de Guyton, de Fourcroy, de Berthollet, de Vauquelin, que se sont formés et que marchent encore les grands chimistes étrangers, ici Priestley et Davy; la Klaproth et Berzelius.” (Cours as lHis- toire de la Philosophie, tom. i. p. 25.) _ It is to be lamented that so.enlightened a writer as Victor Cousin, yielding, in this*instance, to the seduction of national vanity, should have advanced pretensions in behalf of his countrymen, which have no foundation in truth or justice. Nothing can be more absurd or unprofitable than to claim honors in science, either for individuals or for nations, the title to which may be at once set aside by an appeal to public and authentic records. , It was in England, not in France; that the first decided advances were made in our knowledge of elastic fluids. To say nothing -of anterior writers, Dr. Black had traced the causticity acquired by al- kalies, and by certain earths, to their being freed from combination with fixed air; and Mr. Cavendish, in 1766, had enlarged our knowl- edge of that gas and of inflammable air. In England, the value of these discoveries was fully appreciated; in France, little or no at- tention was paid to them, till the philosophers of that country were roused by the striking phenomena exhibited by the experiments of Priestley. Lavoisier, it is true had been led, by an examination of — evidence derived from previous writers, to discard the hypothesis of — phlogiston. The discovery of oxygen gas by Dr. Priestley not only completed the demonstration of its fallacy, but served as the corner- stone of a more sound and consistent theory.. By a series of re- searches executed at great expense, and with consummate skill, the French philosopher verified in some cases, and corrected in others, the results of his predecessors, and added new and important obser- vations of his own. Upén these, united, he founded that beautiful system of general laws, chiefly relating to the absorption of oxygen by combustible bodies, yand to the constitution of acids, to whith, alone, the epithet of the Antiphlogistic or French theory of chemistry is properly applied.” Of the genius manifested in the construction of that system, and the taste apparent in its exposition, it is scarcely possible to speak with too much praise. Butit is inverting the order of time to assert, that it had any share in giving origin to the research- ‘es. of Priestley, which were not only anterior to the French theory, but were carried on under the influence of precisely opposite views. This, too, may be. asserted of the discoveries of Scheele, who, at the Philosophical Character of Dr. Priestley. 39 same period with Dr. Priestley, was following, in a = a of Eu- rope, a scarcely less illustrious career. It is the natural progress of most: generalizations in science, that at first too hasty and comprehensive, they require to be narrowed as new facts arise. This has happened to the theory of Lavoisier, in consequence of its having been discovered,, that combustion is not ne- cessarily accompanied with an absorption of oxygen, and that acids exist independently of oxygen, regarded by him as the general acidi- fying principle. But after all the deductions, that can justly be made on that account from the merits of Lavoisier, he must still hold one of the highest places among those illustrious men, who have advanced chemistry to its present rank among the physical sciences. Tt is deeply to be lamented that his fame, otherwise unsullied, should have been stained by his want of candor and justice to Dr. Priest- ley, in appropriating to himself the discovery of oxygen gas. This charge, often preferred and never answered, would not have been revived in this place, but for the claim so recently and indiscreetly advanced by M. Victor*Cousin. To the credit of Dr. Priestley it may be observed, that in asserting his own right, he exercised more forbearance, than could reasonably have’ been expected under such — circumstances. In an unpublished letter to a friend, he thus alludes to the subject of M. Lavoisier’s plagiarism. “ He,” (M. Lavoisier) “is an Intendant of the Finances, and has much public business,. but finds leisure for various philosophical pursuits, for which he is exceedingly well qualified. He ought to have acknowleged that my giving him an account of the air I had got from Mercurius Calcin- atus, and buying a quantity of M. Cadet while I was at Paris, led him to try what air it yielded, which he did presently after I left. I have however, barely hinted at this in my second volume.”*. The communication alluded to was made by Dr. Priestley to M. Lavois- ° ier in October, 1774; and the Memoir, in which the latter assumes to himself the «discovery that, mercurius calcinatus (red oxide of mercury) affords oxygen gas-when distilled per se, was not redd to the Academy of Scienées before April, 1775.f In evincing so little irritability about his own claim, and leaving its vindication with calm and just confidence to posterity, the English philosopher has lost nothing of the honor of that discovery, which is now awarded to be by men of science of every patents as ale and — | is own. i 38 PNA We * Letter to the late Mr. Henry, dated Calne, De Dee. 1775. t See an Abstract of this Memoir i in the Journal - Rozier, Mai, 1775. 40 Motions of a System of Bodies. Arti IV.—Motions of a System of Bodies; - by Prof. Tuzopore Strone. «| Continued from p. 345, Vol. xx11. Let m, me’, m’, &c. denote the quantities of matter in the moving ne or the number of times which they severally contain the as- sumed unit of masses: supposing them so small that every unit of each may be considered as acted on by the forces (which are il ~ posed to affect their motions,) with the same intensity. » 1. Motions of the system when estimated in the directions of ‘a0 fixed rectangular axes drawn (at pleasure,) through wd. assumed point for their origin. Let the codrdinates, be designated by the axes of a, y, z, sev- erally: puta, y,2, 2’, y, 2’, &c. for the codrdinates (reckoned from their origin,) which define the places of m, m’, &c. at any time f. Let P,Q; R, P’, Q’, R’, &c. be the resultants of all the forces which affect a unit of m, m’, &c. when reduced to the directions of the axes of x, y, 2} severally ; then ~ known formule, supposing ' Fie const. ((a) p- 284, vol. xvi. ie = ee 7 =P’, &c. (1)5 ant. Ge=% &e., (2); sth = sats 3 &e. (3); which _are pri equations of motion required. It is supposed that P, Q, R &c. are the resultants of all the accelerations or retardations which m, m’, &c. receive, whether from their mutual: attractions or repul- sions, or from bodies foreign to the system, also that the reactions of the surfaces of curves on which any of the bodies may be suppo- - sed to move are included $ it is also supposed that P, Q, R, &c. tend to increase x, y, 2, &c.; but should any of them tend the contrary way their signs must ie changed. The forces which arise from the actions of the bodies on each other pay be made anesioages each other by the following method. Let p ‘denote any force which a unit of m exerts on a unit of: m’, then it is evident that a unit of m’ will react on a anit of ‘m with the force — p which is directly opposite to p, agreeably to the well known law of action and reaction ; oasiee m pale whole force of m on a unit of m’, and — m’ p is the sibel ] on a unit of m; if m p’ equals she: alia of m p when reduced to the axis of x, then evidently —m’ p’ equals the value of — m’ p when re- Motions of a System of Bodies. 7 41 duced to the same axis. Hence—m’ p’ is one of the forces which compose P in the first of (1), and m p’ is one of the components of P’ in the second of (1); but these forces may be made to disappear by multiplying the first of (1) by m, the second by m’, and then adding the products. It is hence evident that if the. first of (1) is multiplied by m, the second by m’, and so on, and the products add- d?x dx’ ed, dicte will result m > a Sw +&c.=mP+m’P’ + &c. which is independent of any actions of the bodies on each other; for the terms arising from the reciprocal actions of every two of them be ae each other as above: in the same way { @) and (3) give d*z ms Fi 3 =mQ+m’Q’+&c., Mas Eg ips an “+ &c. =mR +m’R’+&c. ; put m+m’+&c.=M, me+m’c'+&c.=MX, my+ m’y’ + &c.=MY, mz+m/’2z/+&c.=MZ, and let mP+m/P’+ &c. be denoted by SmP, mQ-+-m’Q’ +&e. by SmQ, mR+m/R’+ &c. by SmR ; then by substitution and reduction the above equations become d?X SmP d?¥Y SmQ d°?Z SmR a OP as = stn de =p (4); ; which are indepen- dent of any terms arising from the actions of the bodies on each oth- er. X, Y, Z, are evidently the codrdinates of the center of gravity of the system ; and it is manifest. by (4) that the center of gravity moves in the same manner that the unit of masses would doif it was ° P.SmQ SmR Ss collected at the center, and acted on by the forces OM? i, in the directions of the axes of 2,y,z, respectively. If the bodies are subjected to.no forces but their mutual actions, d? then as shown above se sda SmQ=0, SmR=0; *. a =O, 2 oie £20; whose integrals give SB acy an’ a (5); V; Vv, Vv’, being the arbitrary constants, they also express the velocities of the center of gravity in the directions of the axes of x, y, Z, severally, which are hence constant; and it is easy to see that the motion of the center is rectilineal and uniform, unless V, V’, ye are each =0, in which case the center is at rest. The « equations _ (A) are easily adapted to the motion of a solid by putting M= to its mass, and denoting any indefinite element of it by dM; and repre- bacon indefinitely by P, Q, R, whe f forces which act on dM in the No. 1. ‘ 42 Motions of a System of Bodies. directions of the axes of «, y, z, respectively, and by considering S as the sign of integration. It may be remarked, that if the bodies m, m', &c. receive finite changes in their motions in the indefinitely small portion of time dt, by the actions of the pa in Q, R, &c., dx / that (1), ee (3) will be changed to D. “7 = Pat, D. 2p dt, &c. | dz (1); D. Yau, D p.t= quar, &e., (2’); D7 =Rdt, p= = R’dt, &c. (3’); D being the characteristic of finite differences. Hence dtSmP we may find by the same reasoning as before used, D. a= . dY dtS dZ a R a= ae ai , (4’); which are independent of any finite changes which the oie receive from their reciprocal actions in the instant dt; also if the bodies are or only to their mu- ; dX tual actions, SnP=0, SnQ=0; SmR=0; .*. as before D. a” dY dZ dX ar D.7, =9 D.q =9, whose finite integrals give 7-=V, 7, =Vi, dZ, Gi =V5 hence the same remarks concerning the motion of the cen- ter of gravity apply as in the former case, when the bodies were only subjected to their mutual actions. From what has been proved, it is manifest that (4) are independent of any changes in the motions of the bodies, and that whether they are gradual, or finite in an instant; provided they arise from the mutual actions of the bodies on each other. See Prin. cor. 4 to the laws of motion ; Mee: Anal. vol. i, p- 259, Méc. Cél. vol. i, pp. 54, 70. II. When the bodies which compose the system are supposed to revolve around a center of force situated at the origin of the co- drdinates, and acted on by any other forces, I shall consider all the forces except that which is dirabeod towards the origin of the codrdinates as disturbing forces. Let each. body, (regarded as collected at its center of gravity,) and the forces which affect it be reduced orthographically to the plane x, y, (or fixed plane,) as at p. 134, vol. xxii; put r=the distance of m thus pro- jected from the origin of the —_—— v=the angle made by r and r?dv the axis of x at the time ee o> Dat =the area described by r around the center of force in a unit of time, T=the intensity of the result- Motions of a System of Bodies. 43 ant of all the disturbing forces which affect a unit of m, when re- — duced to the plane x, y, oe cae resolved i in a direction at right an- cl gles to.r; let r’, v’, ted T, denote the ceaiiacailint quan tities for m’, and so on for m”, &c. ‘Then as at p: 134, cde=Tr*dv, r2dv or, (since ——=dt,) de=Trdt, in the same way de’= =Trdt, and so on; hence the equations of motion are de=Trdt, de’='T’r'dt, &c. (6). If the first of (6) is multiplied by m, the second by m’, and so on for all the bodies, and the products be added, the result- ing equation will, (as before,) be independent of any terms arising from the actions of the bodies on each other. For let a unit of m act on a unit of m‘ with the force p, then, as before shown, mp=the whole force with which m acts on a unit of m’, and —m‘p=the whole force with which m’ reacts on a unit of m; and if mp/=the projection of mp on the plane a, y, then evi- dently —m/’p’=the projection of —m‘p on the same plane. Let the extremities of r and r’ be joined by the straight line qg, put 91°95 for the angles of the triangle, (thus formed,) opposite r, 7’, respec- tively; then mp’ sin. o, — m’p’ sin. 9’ are the forces mp’, ch when - resolved at right angles to r’, r, severally; . "mip! sin. 9’ is a com- ponent of 'T’ in the first of (6), and mp’ sin.9 is a component. of T’ in the second; hence multiplying the first of (6) by m, and the second by m’, then adding the products, there results the term dtmm'p’(—r sin. o’ +r’ sin. ¢) from the action of m and the consequent reaction of m’; but the triangle, (sides r, 7’, q,) gives r 2 r’:isin.g $ sin. g’, .°. —rsin. o’-++r’ sin.o=0; which reduces the above term to zero: hence mde+-m'de’ + &c.=dt X (mT r+m’T’r’ + &c.) is mani- festly independent of any terms which arise from the actions of the bodies on each other. In a similar way, two other equations which are analogous to the above, may be obtained; by projecting the bodies and the forces on the planes x, z and y, z; and by represent- ing the quantities corresponding to c, T, r, v, &c. by_,c, ;T, ,7, ,v for the plane x, z; and by ,,c, ,/T, ,,r, ,,v, for the plane y, z; they will be md,c-+-m/dc’ + &c. =dt x (m,T r+-m’/T’ r’ +&c.) and md, e+ m' dc! +-&c. =dt x(m,,T ,r+-m Tr’ +&e. ) Let me-+ me! +&e. be denoted by Smme, mT r+-m’T’r’ + &c. by SmTr, and so on: for the other equations; then the above equations become dSme=dt.SmTr, dSme=dt.Sm,T,r, dSm,c=dt.Sm,/T,,r, (7); which are independent of any terms arising from the actions of the bodies,on each other, 44 Motions of a System of Bodies. they are also independent of any force which acts towards the ori- gin of the codrdinates, as was remarked of the motion of a particle of, matter at p. 133, vol. xxii. If the forces cause finite changes in the motions of the bodies in the indefinitely small time dt, (7) will be changed to D.Sme=dt.SmTr, D.Sm,c=dt.Sm,T,r, D.Sm,c= dt.Sm,,T,,r, (8); which are also independent of any changes which the bodies receive in their motions from their finite actions in the’ in- stant dt, they are also independent of any finite changes caused by forces, which are directed towards the origin of the coGrdinates. (7) and (8) are easily adapted to the motion of a solid by putting M=to its mass, and changing m into dM=any indefinite element of the solid, and representing indefinitely by c, the values of ¢, c’, &c. in the first of those equations ; and by ,¢, ,,c the corresponding quanti- ties inthe second and third ; and using S as the sign of integration. If the solid revolves around the axis of z as a fixed axis, the second and. third equations in the case of (7) will evidently not exist ; alsodv=dv' = &c.=the ‘angle described by the solid around the fixed axis in the time dt ; and r, 7’, &c. will each be invariable; .*. since c=r?dv, ¢e’=r'" dv, &c. it is easy to find, (by the first of (7),) - pele ; put SdMr?=Mk? =the moment of inertia of the solid around the axis of 2, and there resul was tide h formul » anc ults Fe = Type? (9)3 which formula is well known: in the same way by (8) when the forces are impulsive, or cause finite changes in the time dt; by putting D.5,-+dt=w= the angular velocity of the solid, (caused by the forces,) we have SdMTr . pete w= Ee (10). Again, since r=rcos.v, y=rsin.v, &c., by * : 2 mee putting P= —T sin. », Q=T cos. v, &c. then Pee = —_ oe oa &e., also Tr=2Q— Py, &c.;: .*. the first of (7) becomes rd*y—yd? x Sm di? =$m(r2Q—Py), which agrees with the equation found at p. 66, Vol. i, of the Mécanique Céleste, and by making similar changes in the second and third of (7), the two other equations given at the place cited, are easily found: I would also observe that the same equations may easily be found by (1), (2) and (3), but I have preferred the method which I have used because it has some advantages over the other. y, Motions of a System of Bodies. 45 * If the bodies are affected by no forces but their mutual actions; , and forces directed towards the origin of the codrdinates; then in the use of (7), their right hand-members are each=0; .*.dSme=0, dSmc=0, dSm,e=0, whose integrals are Smc=A, Sm,c=,A, Sm,e=,,A, (11); A, ,A, ,,A, being the arbitrary constants, also the same results are true in the use of (8). (11) are evidently the same that they would be if the bodies did not act upon each other; but in this case each of them would manifestly describe a plane curve around the center of force situated at the origin of the codrdinates; put 5 =the area described by the radius vector of m ina a0 of b’ time, > Sthe area described by the radius vector of m’ in the same time a so on; leta, b,c, a’, b’, c’, &c. denote the angles which the first, second, &c. of these planes make with the planes z, y, 2, 2, y, 2, severally; then evidently mD cos. a+-m'D’ cos. a’+ &c. =A, mD cos. b++-m’D’ cos. 6’+ &c. =,A, mD cos. c+m'D’ cos. c’+ &e. ==,,A, ( 12); it is also evident that equations analogous to (12) will exist for any other rectangular codrdinates, ,2, ,y, ,2, whose origin is the'same as that of x, y,z; for the position of the codrdinates is ar- bitrary, although they are to be considered as fixed during the mo- tion of the system: hence mD cos. ,a+m’D’ cos. ,a’+ &c. =B, mD cos. ,b+-m’D’ cos. b/+ &c. =,B, mD cos. ,+m’D’ cos. ¢'+ &c. =,,B, (13); where B, ,B, ,,B, are what A, ,A, ,,A, become when the planes, x,y, 2,2, ¥y, z,"are changed to the planes ,2,. ‘> Bs 2% Ys % severally, and ,a, ,b, ,c, &e. are what a, b, ¢, &e. become respectively. Let /, m,n denote the angles made by the plane ,x, y, with the planes x, y, 9,2, y,2; andl, m’, n’ the cor- responding angles for the plane x, ,2; also l,m”, n’ those for the plane jy, ,z, -’. cos. a= cos. a cos. 1+ cos. bcos. m+ cos. ¢ cos. n, cos. a’=cos. a’ cos. 1+ cos. & cos. m+ cose’ cos. n, &e.; hence by (12) and (13) Acos./+,Acos.m+,,A cos. n=B, also A cos. V'+,A cos. m/+-,,A cos. n’=,B,