2810 



Flow in Channels and Pipes 



2810 



Movable dams, new system. Boule, . [1875] 



A. Pon. Chauss. 11 (1876) 320-. 

 , resistance of frames, etc. Berger, L. 



Big. A. Tr. Pbl. 18 (1859-60) 293-. 

 , self-acting. Caligny, A. de. C. B. 76 



(1873) 330-. 



Problems, effect of friction in analysis of. 

 Boussinesq, J. C. E. 90 (1880) 736-, 967-. 

 , solutions. Turazza, D. A. Sc. Lomb. 



Yen. 10 (1840) 237-; Ven. At. 3 (1844) 



348-. 

 Profile, compensation-, method of finding. 



Valentini, C. Mil. I. Lomb. Ed. 27 (1894) 

 . 852-. 

 , longitudinal, of stream with bed liable to 



scour, effect of damming. Du Boys, P. 



[1881] A. Pon. Chauss. 3 (1882) 324-. 

 , and transverse, of stream with bed liable 



to scour. Sternberg, H. Z. Bauw. 25 (1875) 



, , of Weser, law of inclination. Sasse, . 

 Hann. Archt.-Vr. Z. 33 (1887) 195-. 



, of streams. Sasse,. [1883] Hann. Archt.- 

 Vr. Z. 30 (*1884) 141-. 



and mean velocity of stream in backwater. 

 Sasse, . Giving. 15 (1869) 87-. 



Bainfall discharges from catchment-areas. 

 Stent, W. K. I. CE. P. 119 (1894) 273-. 



and flood discharge. Steane, G. R. B. 

 [1886-87] Viet. E. "S. T. 22 (1886) 168- ; 24 

 (1888) 149-. 



flow of streams. Babb, C. C. Am. S. 



CE. T. 28 (1893) 323-. 



REGULATION. 



of Aar at Thun. Trog, J. G. Laus. Bll. S. 

 Vd. 1 (1842-45) 202-. 



Adige. Marangoni, C. Firenze Ac. Georg. 

 At. 14 (1891) 9-. 



depth of swift rivers. Henz, . Crelle J. 

 Bauk. 12 (1838) 99-. 



flood -water. Goudriaan, A. F. Amst. Vh. 

 7 (1825) 1-. 



Przemsa river. Anon. Z. Bauw. 32 (*1882) 

 271-, 415-. 



Ehine, between Bingen and St. Goar. 

 Unger, . Z. Bauw. 47 (1897) 75-; 48 

 (1898) 629-. 



Ehone for industrial purposes. Souleyre, A. 

 Ev. Sc. 9 (1898) 487-, 516-, 554-. 



rivers. Tschadesch, A. Briinn Mt. 67 

 (1887) 307-, 318-. 



. Engels, H. Giving. 39 (1893) 553-. 



. Tesorone, . Nap. I. Inc. At. 8 (1895) 

 No. 2, 16 pp. 



, application of curves of discharge to 

 calculation of effects of multiple system of 

 reservoirs. Graeff, . C. E. 76 (1873) 

 1001- ; Par. Mm. Sav. Etr. 21 (1875) 

 627-. 



streams with beds liable to scour. Berger, 

 . Brux. A. Tr. Pbl. 48 (1891) 1-. 



Tiber. Parboni, E. Z. Bauw. 48 (1898) 

 359-. 



tidal rivers. Berger, . Brux. A. Tr. 

 Pbl. 52 (1896) (Mm.) 1-. 



of waters, application to works for improving 

 navigability of streams. Cotard, C. Par. 

 Ing. Civ. Mm. (1882) (1) 79-. 



Eiver embankments. Cunningham, J.D. Beng. 



As. S. J. 18 (1849) 697-. 

 , best form. Lombardi, A. Mod. S. It. 



Mm. 10 (1803) 640-. 

 , test of levee theory. M c Math, R. E. 



Am. S. CE. T. 13 (1884) 331-. 

 , . Ockerson, J. A. Am. S. 



CE. T. 14 (1885) 219-. 



and harbour hydraulics, as exemplified in 

 the South Pass jetties. Corthell, E. L. 

 Am. S. CE. T. 13 (1884) 313- ; 15 (1886) 

 223-. 



hydraulics. Seddon, J. A. Am. S. CE. T. 

 43 (1900) 179-. 



Eivers flowing into sea, possibility of improving 

 conditions of lower reaches. Possenti, C. 

 Mil. G. I. Lomb. 4 (1852) 459-; 7 (1855) 

 253-; 8 (1856) 262-, 297, 369-. 



, origin of windings. Thomson, (Prof.) Jas. 

 [1876] E. S. P. 25 (1877) 5-. 



, problems in physics. Johnson, J. B. Am. 

 As. P. (1884) 276-. 



in rocky channels. Francolini, F. (vi 

 Adds.) Firenze At. Ac. Georg. 2 (1855) 



with sandy beds. Leclwlas, . A. Pon. 

 Chauss. 1 (1871) 381-. 



, sedimentary, improvement of channels. 



Henshatv, G. H. Am. S. CE. T. 20 (1889) 



109-, 229-. 

 , structure. Moller, M. Z. Bauw. 40 (1890) 



481-. 



and torrents, irregularities in. Trembley, J. 

 Berl. Mm. Ac. (1799-1800) (Ps.) 3-. 



Shape of bed and depth of channel in Scheldt 



estuary, correlation. Fargue, . A. Pon. 



Chauss. (1900) (Trim. 1) 106-. 

 Shifting of river beds, Lokhtine's study. 



Vauthier, L. L. Par. Ing. Civ. Mm. (1898) 



(Pt. 1) 648-. 

 Shutter weirs. Chanoine, , & Lagrene, . 



Par. A. Pon. Chauss. 2 (1861) 209-. 

 . Klett, .' Forster Al. Bauztg. 49 



(1884) 65-. 

 Streams, retardation by boundaries. Boileau, 



P. C. E. 87 (1878) 48-, 134- . 



and waterfalls, properties. Piccard, J. 

 Arch. Sc. Ps. Nt. 24 (1890) 561-. 



Submerged weir, problem. Herschel, C. Am. 



S. CE. T. 14 (1885) 189-. 

 Supply of pure water and motive power to 



centres of population. Burns, D. N. Eng. 



I. Mn. E. T. 28 (1879) 173-. 

 Tables. Richard, L. L. (vra) A. Cond. Pon. 



Chauss. 3 (1859) 297-. 



based on d'Arcy's and Kutter's formulae. 

 Flynn, P. J. V, Nost, Eng. Mg. 32 (1885) 

 501-. 



Kutter's formula. Flynn, P. J. V. 



Nost. Eng. Mg. 28 (1883) 138-, 393-. 

 Tidal estuaries and harbours on sandy coasts. 



Vernon-Harcourt, L. F. I. CE. P. 70 (1882) 



216 



