2810 



Flow of Water in Channels and Streams 



2810 



Waterworks of Brussels. Walin, E. Brux. A. 



Tr. Pbl. 4 (1899) 727-. 

 Wheatstone bridge for flow of air or water. 



Holtz, W. A. Ps. C. 29 (1886) 675-. 



2810 Motion of water in channels 

 and streams. Gauging. 



Aerohydrostatic balance, Seller's. Culmann, K. 

 Arch. Sc. Ps. Nt. 19 (1864) 237-. 



, , applied to canals. Marguet, J. 

 Laus. Bll. S. Vd. 8 (1864-65) 134-. 



Backward motion at bottom of channel filled 

 with water in- undulatory motion. Caligny, 

 A, de. Par. S. Phlm. PV. (1842) 95-. 



BACKWATER. 



Sartorius, G. C. Voigt Mg. 5 (1803) 96-. 

 Saint- Guilhem, P. D. L'l. 4 (1836) 132-. 

 Saint- Venant, A. J. C. B. de. (xi) Par. S. 



Phlm. Bll. 5 (1868) 9-. 

 Wood, De V. [1873] (xi) Am. S. CE. T. 2 



(1874) 255-, 260-. 



Peabody, C. H. Franklin I. J. 118 (1884) 350-. 

 Williot, . A. Pon. Chauss. (1900) (Trim. 3) 



amplitude and height. Godecker, E. Hann. 

 Z. Archt. Vr. 7 (1861) 135-. 



for given heights. Heinemann, H. [1854] 

 (vn) Z. Bauw. 5 (1855) 203-. 



due to contraction of river-beds in which bridge 



piers are being constructed, calculation of 



dimensions. Prony, E. de. Par. A. Pon. 



Chauss. 9 (1835) 237-. 

 formula for figure. Coriolis, G. Par. A. Pon. 



Chauss. 11 (1836) 314-. 

 prevention experiments. Vauthier, L. L. A. 



Pon. Chauss. (1900) (Trim. 3) 207-. 

 of weir on Weser at Hameln, longitudinal 



section of surface. Sasse, . Hann. Archt.- 



Vr. Z. 34 (1888) 347-. 



Bar of Seine, cause and remedy. Harais, P. 



Fr. Cg. Sc. 32 (1865) 655-. 

 Canals, conveyance of boats and barges from one 



level to another by plunger. Huddleston, L. 



Nicholson J. 4 (1803) 236-. 

 , fall and distribution of locks. Girard, P. S. 



[1820-26] Par. Mm. Ac. Sc. 5 (1821-22) 27- ; 



7 (1827) 1-; 8 (1829) 165- ; 10 (1831) 1-. 

 , falls and rapids. Dyas, (Capt.) J. H. 



[1861] (vi Adds.) Medley Prof. Pp. I. Eng. 



1 (1863-64) 37-. 

 , intersectmg, water supply. Almond, E. 



B. I. J. 1 (1831) 307-. 

 and locks. Dulk, . (vi Adds.) Berl. 



Pol. Gs. Vh. 24 (1863) 227-. 

 , loss of water by infiltration and imbibition 



after change of section. Block, E. A. Pon. 



Chauss. 20 (1880) 66-. 

 , mechanical problems. Warner, F. W. 



[1893] Bochester (N.Y.) Ac. Sc. P. 2 (1895) 



, reservoirs. Bazaine, P. D. St. Pe"t. Mm. 

 9 (1819-20) 222-. 



Canals, tidal. Guerin, T. (x) Calif. Ac. P. 5 



(1873-74) 359-. 

 Channels for deposition of sediment in swamps 



etc. (colmation). Cagnacci, F. (xn) Kv. 



Sc.-Ind. 11 (1879) 212-. 

 surface drainage, dimensions. Livesay, 



C. E. I. CE. P. 128 (1897) 283-. 



water motive power. Thire, A. A. 

 Mines 11 (1887) 132-. 



Contraction at bends in channels. Caligny, 



A. de. Par. S. Phlm. PV. (1845) 117-. 

 Cross-sections of channels for constant velocity 



of water at different levels. Elmgren, E. 



[1883] (xn) S. Afr. Ph. S. T. 3 (1884) 



55. 

 drainage. Friihling,A. Hann. 



Archt.-Vr. Z. 21 (1875) 39-. 

 and pipes, problems. Hennessy, H. 



E. S. P. 44 (1888) 101-. 



irrigation canals. Fepoux, 0. A. 

 Cond. Pon. Chauss. 33 (1889) 627-. 



Currents. Carson, A. W. Silliman J. 29 

 (1836) 340-. 



in channels and in sea. Colding, L. A. 

 [1869] Kjob. Dn. Vd. Selsk. Skr. 9 (1873) 

 81-, 215-. 



, direction, method of ascertaining. Burney, 

 J. Nicholson J. 24 (1809) 49-. 



in navigable rivers. Eullier, A. Ev. Mar. 

 et Col. 50 (1876) 447- ; 53 (1877) 389-. 



Suez canal. Lesseps, F. M. de. C. E. 



87 (1878) 142-. 

 Curve of river bed. Sharpe, S. Ph. Mg. 41 



(1871) 321-. 



DISCHARGE. 



automatic regulator. Masoni, U. Nap. I. Inc. 



At. 7 (1894) No. 8, 6 pp. 

 from canals and pipes, approximate formula. 



Delprat, J. P. Amst. Vs. Ak. 12 (1861) 



209-. 

 , theories. Briinings, C. L. Amst. Vh. 



4 (1818) 39-. 

 , (Briinings). Goudriaan, A. F. Amst. 



Vh. 4 (1818) 65-. 



channels, open, new formula. Bazin, H. 

 A. Pon. Chauss. (1897) (Trim. 4) 20-. 



, , of Bazin. Eabut, C. G6n. 



Civ. 32 (1897-98) 303-. 

 , rectangular. Tessitore, S. Nap. I. Inc. 



At. 6 (1893) No. 3, 20 pp. 

 , rectilinear.winding, and pipes. Delanges, 



P. [1806] Mod. S. It. Mm. 13 (1807) 172-. 

 , Eemscheid. Eontgen, E. Dingier 158 



(1860) 1-, 82-. 



irrigation canals, rule for determining. 

 Bucchia, G. Ven. I. At. 7 (1881) 885-. 



reservoirs. Lahmeyer, . Forster Al. 

 Bauztg. 18 '(1853) 351-. 



. Parize, . Finist. S. Sc. Bll. 7 



(Fasc. 1) (1885) 51-. 

 of rivers, empirical formulae. Brioschi, F. II 



Polit. 2 (1866) (Tech.) 534-; 3 (1867) (Tech.) 



79-. 

 in flood, with reference to determining 



size of bridges from drainage areas. Dickens, 



C. H. Medley I. Eng. 2 (1865) 133-. 



208 



