-
1
-
-
0019632156
-
"Boundary calculations of sluice and spillway flows"
-
Am. Soc. Civ. Eng
-
Cheng, A. H-D., Liggett, J. A., and Liu, P. L-F. (1981). "Boundary calculations of sluice and spillway flows." J. Hydraul. Div., Am. Soc. Civ. Eng., 107(10), 1163-1178.
-
(1981)
J. Hydraul. Div.
, vol.107
, Issue.10
, pp. 1163-1178
-
-
Cheng, A.H-D.1
Liggett, J.A.2
Liu, P.L.-F.3
-
2
-
-
0000620936
-
"On the two-dimensional inviscid flow in a waterfall"
-
Clarke, N. S. (1965). "On the two-dimensional inviscid flow in a waterfall." J. Fluid Mech., 22(II), 359-369.
-
(1965)
J. Fluid Mech.
, vol.22
, Issue.2
, pp. 359-369
-
-
Clarke, N.S.1
-
3
-
-
0032124896
-
"Flow measurement in sloping channels with rectangular free overfall"
-
Davis, A. C., Ellett, B. G.S., and Jacob, R. P. (1998). "Flow measurement in sloping channels with rectangular free overfall." J. Hydraul. Eng., 124(7), 760-763.
-
(1998)
J. Hydraul. Eng.
, vol.124
, Issue.7
, pp. 760-763
-
-
Davis, A.C.1
Ellett, B.G.S.2
Jacob, R.P.3
-
4
-
-
0002917547
-
"Influence of slope and roughness on the free overfall"
-
Am. Soc. Civ. Eng
-
Delleur, J. W., Dooge, J. C., and Gent, K. W. (1956). "Influence of slope and roughness on the free overfall." J. Hydraul. Div., Am. Soc. Civ. Eng., 82(4), 1-35.
-
(1956)
J. Hydraul. Div.
, vol.82
, Issue.4
, pp. 1-35
-
-
Delleur, J.W.1
Dooge, J.C.2
Gent, K.W.3
-
5
-
-
0017465553
-
"Analysis of flows with initially unknown discharge"
-
Am. Soc. Civ. Eng
-
Diersch, H. J., Schirmer, A., and Busch, K. F. (1977). "Analysis of flows with initially unknown discharge." J. Hydraul. Div., Am. Soc. Civ. Eng., 103(3), 213-232.
-
(1977)
J. Hydraul. Div.
, vol.103
, Issue.3
, pp. 213-232
-
-
Diersch, H.J.1
Schirmer, A.2
Busch, K.F.3
-
6
-
-
0030276188
-
"Flow through slit in dam"
-
Guo, Y. K., Wen, X., and Wu, C. G. (1996). "Flow through slit in dam." J. Hydraul. Eng., 122(11), 662-669.
-
(1996)
J. Hydraul. Eng.
, vol.122
, Issue.11
, pp. 662-669
-
-
Guo, Y.K.1
Wen, X.2
Wu, C.G.3
-
7
-
-
0032299803
-
"Numerical modelling of spillway flow with free drop and initially unknown discharge"
-
Guo, Y. K., Wen, X., Wu, C. G., and Fang, D. (1998). "Numerical modelling of spillway flow with free drop and initially unknown discharge." J. Hydraul. Res., 36(5), 785-801.
-
(1998)
J. Hydraul. Res.
, vol.36
, Issue.5
, pp. 785-801
-
-
Guo, Y.K.1
Wen, X.2
Wu, C.G.3
Fang, D.4
-
8
-
-
0020566984
-
"Hydraulics of plane free overfall"
-
Hager, W. H. (1983). "Hydraulics of plane free overfall." J. Hydraul. Eng., 109(12), 1683-1697.
-
(1983)
J. Hydraul. Eng.
, vol.109
, Issue.12
, pp. 1683-1697
-
-
Hager, W.H.1
-
9
-
-
0030192683
-
"Modeling overfalls using vertically averaged and momentum equations"
-
Khan, A. A., and Steffler, P. M. (1996). "Modeling overfalls using vertically averaged and momentum equations." J. Hydraul. Eng., 122(7), 397-402.
-
(1996)
J. Hydraul. Eng.
, vol.122
, Issue.7
, pp. 397-402
-
-
Khan, A.A.1
Steffler, P.M.2
-
10
-
-
0027766149
-
"On the free overfall"
-
Marchi, E. (1993). "On the free overfall." J. Hydraul. Res., 31(6), 777-790.
-
(1993)
J. Hydraul. Res.
, vol.31
, Issue.6
, pp. 777-790
-
-
Marchi, E.1
-
11
-
-
0027002138
-
"A potential flow solution for the free overfall"
-
Waters. Maritime Energ
-
Montes, J. S. (1992). "A potential flow solution for the free overfall." Proc. Inst. Civ. Eng., Waters. Maritime Energ., 96, 259-266.
-
(1992)
Proc. Inst. Civ. Eng.
, vol.96
, pp. 259-266
-
-
Montes, J.S.1
-
12
-
-
13244267947
-
-
Shanghai Science and Technology Press, Shanghai, China (in Chinese, translated from Russian)
-
Muskhelishvili, N. I. (1966). Singular integral equations, Shanghai Science and Technology Press, Shanghai, China (in Chinese, translated from Russian).
-
(1966)
Singular Integral Equations
-
-
Muskhelishvili, N.I.1
-
13
-
-
0000455843
-
"Characteristics of the rectangular free overfall"
-
Rajaratnam, N., and Muralidhar, D. (1968). "Characteristics of the rectangular free overfall." J. Hydraul. Res., 6(3), 233-258.
-
(1968)
J. Hydraul. Res.
, vol.6
, Issue.3
, pp. 233-258
-
-
Rajaratnam, N.1
Muralidhar, D.2
-
14
-
-
0016886271
-
"Roughness effects on rectangular free overfall"
-
Am. Soc. Civ. Eng
-
Rajaratnam, N., Muralidhar, D., and Beltaos S. (1976). "Roughness effects on rectangular free overfall." J. Hydraul. Div., Am. Soc. Civ. Eng., 102(5), 599-614.
-
(1976)
J. Hydraul. Div.
, vol.102
, Issue.5
, pp. 599-614
-
-
Rajaratnam, N.1
Muralidhar, D.2
Beltaos, S.3
-
15
-
-
0000855243
-
"Discharge characteristics of the free overfall"
-
Civ. Eng. (N. Y)
-
Rouse, H. (1936). "Discharge characteristics of the free overfall." Civ. Eng. (N. Y), 6(4), 257-260.
-
(1936)
, vol.6
, Issue.4
, pp. 257-260
-
-
Rouse, H.1
-
16
-
-
0001356717
-
"Relaxation methods applied to engineering problems. XII. Fluid motions characterized by 'free' streamline"
-
Ser. A
-
Southwell, R., and Vaisey, G. (1946). "Relaxation methods applied to engineering problems. XII. Fluid motions characterized by 'free' streamline." Philos. Trans. R. Soc. London, Ser. A, 240, 117-161.
-
(1946)
Philos. Trans. R. Soc. London
, vol.240
, pp. 117-161
-
-
Southwell, R.1
Vaisey, G.2
-
17
-
-
0001394375
-
"Pattern of potential flow in a free overfall"
-
Am. Soc. Civ. Eng
-
Strelkoff, T. S., and Moayeri, M. S. (1970). "Pattern of potential flow in a free overfall." J. Hydraul. Div., Am. Soc. Civ. Eng., 96(4), 879-901.
-
(1970)
J. Hydraul. Div.
, vol.96
, Issue.4
, pp. 879-901
-
-
Strelkoff, T.S.1
Moayeri, M.S.2
-
18
-
-
0030787317
-
"Numerical calculation of the free-surface flow under a sluice gate"
-
Vanden-Broeck, J.-M. (1997). "Numerical calculation of the free-surface flow under a sluice gate." J. Fluid Mech., 330, 339-347.
-
(1997)
J. Fluid Mech.
, vol.330
, pp. 339-347
-
-
Vanden-Broeck, J.-M.1
-
19
-
-
0038038662
-
-
2nd Ed., McGraw-Hill, New York
-
White, F. M. (1986). Fluid mechanics, 2nd Ed., McGraw-Hill, New York.
-
(1986)
Fluid Mechanics
-
-
White, F.M.1
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