-
1
-
-
0001375433
-
Free-vortex theory applied to free overfall.
-
979.
-
Ali, K. H. M., and, Sykes, A. (1972). " Free-vortex theory applied to free overfall. " J. Hydr. Div., ASCE, 98 (5), 973-979.
-
(1972)
J. Hydr. Div., ASCE
, vol.98
, Issue.5
, pp. 973
-
-
Ali, K.H.M.1
Sykes, A.2
-
2
-
-
85189529029
-
-
Bureau of Reclamation. (1948). "Studies of crests for free overfall dams." Boulder Canyon Proj. Final Rep. Part VI-Hydr. Investigations, Bull. 3.
-
Bureau of Reclamation. (1948). "Studies of crests for free overfall dams." Boulder Canyon Proj. Final Rep., Part VI-Hydr. Investigations, Bull. 3.
-
-
-
-
3
-
-
85189518589
-
-
Clarke, N. S. (1965). "On two-dimensional inviscid flow in a waterfall." J. Fluid Mech. Vol. 22, Part 2, 359-369.
-
Clarke, N. S. (1965). "On two-dimensional inviscid flow in a waterfall." J. Fluid Mech., Vol. 22, Part 2, 359-369.
-
-
-
-
4
-
-
0020566984
-
Hydraulics of plane free overfall.
-
1697.
-
Hager, W. H. (1982). " Hydraulics of plane free overfall. " J. Hydr. Engrg., ASCE, 109 (12), 1683-1697.
-
(1982)
J. Hydr. Engrg., ASCE
, vol.109
, Issue.12
, pp. 1683
-
-
Hager, W.H.1
-
5
-
-
0027083741
-
Characteristic dissipative Galerkin scheme for open-channel flow.
-
352. JHEND8
-
Hicks, F. E., and, Steffler, P. M. (1992). " Characteristic dissipative Galerkin scheme for open-channel flow. " J. Hydr. Engrg., ASCE, JHEND8 118 (2), 337-352. JHEND8
-
(1992)
J. Hydr. Engrg., ASCE
, vol.118
, Issue.2
, pp. 337
-
-
Hicks, F.E.1
Steffler, P.M.2
-
6
-
-
0029679296
-
Vertically averaged and moment equations model for flow over curved beds.
-
9. JHEND8
-
Khan, A. A., and, Steffler, P. M. (1996). " Vertically averaged and moment equations model for flow over curved beds. " J. Hydr. Engrg., ASCE, JHEND8 122 (1), 3-9. JHEND8
-
(1996)
J. Hydr. Engrg., ASCE
, vol.122
, Issue.1
, pp. 3
-
-
Khan, A.A.1
Steffler, P.M.2
-
7
-
-
0027766149
-
On the free overfall.
-
790.
-
Marchi, E. (1993). " On the free overfall. " J. Hydr. Res., 31 (6), 777-790.
-
(1993)
J. Hydr. Res.
, vol.31
, Issue.6
, pp. 777
-
-
Marchi, E.1
-
8
-
-
85189510263
-
-
Markland, E. (1965). "Calculation of flow at a free overfall by relaxation method." Proc. Inst. of Civ. Engrs. London, England, Vol. 31, 71-78.
-
Markland, E. (1965). "Calculation of flow at a free overfall by relaxation method." Proc., Inst. of Civ. Engrs., London, England, Vol. 31, 71-78.
-
-
-
-
9
-
-
85189560513
-
-
Montes, J. S. (1992). "A potential flow solution for the free overfall." Proc. Inst. of Civ. Engrs. Water, Maritime and Energy, Vol. 96, 259-266.
-
Montes, J. S. (1992). "A potential flow solution for the free overfall." Proc., Inst. of Civ. Engrs., Water, Maritime and Energy, Vol. 96, 259-266.
-
-
-
-
10
-
-
85189535592
-
-
Paderi, F. (1954). "Sulla Chiamata di Sbocco." L'Energia Elettrica, 742-748.
-
Paderi, F. (1954). "Sulla Chiamata di Sbocco." L'Energia Elettrica, 742-748.
-
-
-
-
11
-
-
85189537042
-
-
Paderi, F. (1956). "Sulla Chiamata di Sbocco in Canale a Fondo Declive." L'Energia Elettrica, 792-800.
-
Paderi, F. (1956). "Sulla Chiamata di Sbocco in Canale a Fondo Declive." L'Energia Elettrica, 792-800.
-
-
-
-
12
-
-
85189520237
-
-
Paderi, F. (1959). "Sulla Chiamata di Sbocco in Canale a Fondo Acclive." L'Energia Elettrica, 883-888.
-
Paderi, F. (1959). "Sulla Chiamata di Sbocco in Canale a Fondo Acclive." L'Energia Elettrica, 883-888.
-
-
-
-
13
-
-
0000455843
-
Characteristics of the rectangular free overfall.
-
258.
-
Rajaratnam, N., and, Muralidhar, D. (1968). " Characteristics of the rectangular free overfall. " J. Hydr. Res., 6 (3), 233-258.
-
(1968)
J. Hydr. Res.
, vol.6
, Issue.3
, pp. 233
-
-
Rajaratnam, N.1
Muralidhar, D.2
-
14
-
-
0016886271
-
Roughness effects on rectangular free overfall.
-
614.
-
Rajaratnam, N., Muralidhar, D., and, Beltaos, S. (1976). " Roughness effects on rectangular free overfall. " J. Hydr. Div., 102 (5), 599-614.
-
(1976)
J. Hydr. Div.
, vol.102
, Issue.5
, pp. 599
-
-
Rajaratnam, N.1
Muralidhar, D.2
Beltaos, S.3
-
15
-
-
0000855243
-
Discharge characteristics of the free overfall.
-
260.
-
Rouse, H. (1936). " Discharge characteristics of the free overfall. " Civ. Engrg., 6 (4), 257-260.
-
(1936)
Civ. Engrg.
, vol.6
, Issue.4
, pp. 257
-
-
Rouse, H.1
-
16
-
-
85189530241
-
-
Rouse, H. (1943). "Discussion to energy loss at the base of free overfall." Trans. ASCE, New York, N.Y. Vol. 108, 1383-1387.
-
Rouse, H. (1943). "Discussion to energy loss at the base of free overfall." Trans., ASCE, New York, N.Y., Vol. 108, 1383-1387.
-
-
-
-
17
-
-
0027224234
-
Depth averaged and moment equations for moderately shallow free surface flow.
-
17.
-
Steffler, P. M., and, Jin, Y. (1993). " Depth averaged and moment equations for moderately shallow free surface flow. " J. Hydr. Res., 31 (1), 5-17.
-
(1993)
J. Hydr. Res.
, vol.31
, Issue.1
, pp. 5
-
-
Steffler, P.M.1
Jin, Y.2
-
18
-
-
0001394375
-
Pattern of potential flow in a free overfall.
-
901.
-
Strelkoff, T., and, Moayeri, M. S. (1970). " Pattern of potential flow in a free overfall. " J. Hydr. Div., ASCE, 96 (4), 879-901.
-
(1970)
J. Hydr. Div., ASCE
, vol.96
, Issue.4
, pp. 879
-
-
Strelkoff, T.1
Moayeri, M.S.2
|