-
1
-
-
0141751767
-
The discharge of water over side weirs in circular pipes
-
Allen, J. W. (1957). "The discharge of water over side weirs in circular pipes." ICE Proc, 6(2), 270-287.
-
(1957)
ICE Proc
, vol.6
, Issue.2
, pp. 270-287
-
-
Allen, J.W.1
-
2
-
-
0033407434
-
Discharge coefficient for sharp-crested side weir in subcritical flow
-
Borghei, M., Jalili, M. R., and Ghodsian, M. (1999). "Discharge coefficient for sharp-crested side weir in subcritical flow." J. Hydraul. Eng., 125(10), 1051-1056.
-
(1999)
J. Hydraul. Eng.
, vol.125
, Issue.10
, pp. 1051-1056
-
-
Borghei, M.1
Jalili, M.R.2
Ghodsian, M.3
-
3
-
-
0026191769
-
Discharge coefficient of lateral diversion from trapezoidal channel
-
Chong, H. (1991). "Discharge coefficient of lateral diversion from trapezoidal channel." J. Irrig. Drain. Eng., 117(4), 461-475.
-
(1991)
J. Irrig. Drain. Eng.
, vol.117
, Issue.4
, pp. 461-475
-
-
Chong, H.1
-
4
-
-
0003751357
-
Open channel hydraulics
-
McGraw-Hill, New York.
-
Chow, V. T. (1959). Open channel hydraulics, McGraw-Hill, New York. Coleman, _rfaut Chow V.T.
-
(1959)
-
-
-
5
-
-
0141863335
-
The discharging-capacity of side weirs
-
Coleman G. S, and Smith, D. (1923). "The discharging-capacity of side weirs." ICE Sel. Eng. Pap., 1(6), 288-304.
-
(1923)
ICE Sel. Eng. Pap.
, vol.1
, Issue.6
, pp. 288-304
-
-
Coleman, G.S.1
Smith, D.2
-
6
-
-
0141863331
-
The discharge capacity of side weirs
-
Collinge, V. K. (1957). "The discharge capacity of side weirs." ICE Proc., 6(2), 288-304.
-
(1957)
ICE Proc.
, vol.6
, Issue.2
, pp. 288-304
-
-
Collinge, V.K.1
-
7
-
-
0001616709
-
Saggio di teoria del funzionamento degli stramazzi laterali
-
in Italian
-
De Marchi, G. (1934). "Saggio di teoria del funzionamento degli stramazzi laterali." L'Energia Elettrica, 11(11), 849-860 (in Italian).
-
(1934)
L'Energia Elettrica
, vol.11
, Issue.11
, pp. 849-860
-
-
De Marchi, G.1
-
8
-
-
0024678926
-
Charts for the hydraulic design of high side-weirs in storm sewage overflows
-
Delo, E. A., and Saul, A. J. (1989). "Charts for the hydraulic design of high side-weirs in storm sewage overflows." ICE Proc., 87(2), 175-193.
-
(1989)
ICE Proc.
, vol.87
, Issue.2
, pp. 175-193
-
-
Delo, E.A.1
Saul, A.J.2
-
9
-
-
0016993270
-
Experimental investigation of flow over side weirs
-
El-Khashab, A., and Smith, K. V. H. (1976). "Experimental investigation of flow over side weirs." J. Hydr. Div., 102(9), 1255-1268.
-
(1976)
J. Hydr. Div.
, vol.102
, Issue.9
, pp. 1255-1268
-
-
El-Khashab, A.1
Smith, K.V.H.2
-
10
-
-
79957845100
-
Discharging capacity of rectangular side weirs in straight open channels
-
Emiroglu, M. E., Agaccioglu, H., and Kaya, N. (2011). "Discharging capacity of rectangular side weirs in straight open channels." Flow Meas. Instrum., 22(4), 319-330.
-
(2011)
Flow Meas. Instrum.
, vol.22
, Issue.4
, pp. 319-330
-
-
Emiroglu, M.E.1
Agaccioglu, H.2
Kaya, N.3
-
12
-
-
3643133060
-
Discussion of 'Flow over side weir in circular channels'
-
Hager, W. H. (1987). "Discussion of 'Flow over side weir in circular channels'." J. Hydraul. Eng., 113(5), 685-688.
-
(1987)
J. Hydraul. Eng.
, vol.113
, Issue.5
, pp. 685-688
-
-
Hager, W.H.1
-
13
-
-
0028175677
-
Supercritical flow in circular-shaped side weir
-
Hager, W. H. (1994). "Supercritical flow in circular-shaped side weir." J. Irrig. Drain. Eng., 120(1), 1-12.
-
(1994)
J. Irrig. Drain. Eng.
, vol.120
, Issue.1
, pp. 1-12
-
-
Hager, W.H.1
-
15
-
-
0035389532
-
Numerical analysis for lateral weir flow
-
Muslu, Y. (2001). "Numerical analysis for lateral weir flow." J. Irrig. Drain. Eng., 127(4), 246-253.
-
(2001)
J. Irrig. Drain. Eng.
, vol.127
, Issue.4
, pp. 246-253
-
-
Muslu, Y.1
-
16
-
-
0242275201
-
Effect of lateral water surface profile on side weir discharge
-
Muslu, Y., Tozluk, H., and Yüksel, E. (2003). "Effect of lateral water surface profile on side weir discharge." J. Irrig. Drain. Eng., 129(5), 371-375.
-
(2003)
J. Irrig. Drain. Eng.
, vol.129
, Issue.5
, pp. 371-375
-
-
Muslu, Y.1
Tozluk, H.2
Yüksel, E.3
-
17
-
-
0018465668
-
Side weir in rectangular channel
-
Raju, K. G. R., Gupta, S. K., and Parasad, B. (1979). "Side weir in rectangular channel." J. Hydr. Div., 105(5), 547-554.
-
(1979)
J. Hydr. Div.
, vol.105
, Issue.5
, pp. 547-554
-
-
Raju, K.G.R.1
Gupta, S.K.2
Parasad, B.3
-
18
-
-
18144448678
-
Computer programming for flow over side weirs
-
Smith, K. V. H. (1973). "Computer programming for flow over side weirs." J. Hydr. Div., 99(3), 495-508.
-
(1973)
J. Hydr. Div.
, vol.99
, Issue.3
, pp. 495-508
-
-
Smith, K.V.H.1
-
19
-
-
0027007490
-
Side weir in triangular channel
-
Uyumaz, A. (1992). "Side weir in triangular channel." J. Irrig. Drain. Eng., 118(6), 965-970.
-
(1992)
J. Irrig. Drain. Eng.
, vol.118
, Issue.6
, pp. 965-970
-
-
Uyumaz, A.1
-
20
-
-
0022266164
-
Flow over side weirs in circular channels
-
Uyumaz, A., and Muslu, Y. (1985). "Flow over side weirs in circular channels." J. Hydraul. Eng., 111(1), 144-160.
-
(1985)
J. Hydraul. Eng.
, vol.111
, Issue.1
, pp. 144-160
-
-
Uyumaz, A.1
Muslu, Y.2
-
21
-
-
3743131490
-
Flow over side weirs in circular channels
-
Uyumaz, A., and Muslu, Y. (1987). "Flow over side weirs in circular channels." J. Hydraul. Eng., 113(5), 688-690.
-
(1987)
J. Hydraul. Eng.
, vol.113
, Issue.5
, pp. 688-690
-
-
Uyumaz, A.1
Muslu, Y.2
-
22
-
-
0025956465
-
Design procedure for flow over side weirs
-
Uyumaz, A., and Smith, R. H. (1991). "Design procedure for flow over side weirs." J. Irrig. Drain. Eng., 117(1), 79-90.
-
(1991)
J. Irrig. Drain. Eng.
, vol.117
, Issue.1
, pp. 79-90
-
-
Uyumaz, A.1
Smith, R.H.2
-
23
-
-
84871090298
-
Water surface profile over side weir in a rapezoidal channel
-
Vatankhah, A. R. (2011). "Water surface profile over side weir in a rapezoidal channel." Proc. ICE Water Manage., 165(5), 247-252.
-
(2011)
Proc. ICE Water Manage.
, vol.165
, Issue.5
, pp. 247-252
-
-
Vatankhah, A.R.1
-
24
-
-
70549103119
-
Discussion of 'Method of solution of nonuniform flow with the presence of rectangular side weir'
-
Vatankhah, A. R., and Bijankhan, M. (2009). "Discussion of 'Method of solution of nonuniform flow with the presence of rectangular side weir'." J. Irrig. Drain. Eng., 135(6), 812-814.
-
(2009)
J. Irrig. Drain. Eng.
, vol.135
, Issue.6
, pp. 812-814
-
-
Vatankhah, A.R.1
Bijankhan, M.2
-
25
-
-
56449092704
-
Method of solution of nonuniform flow with the presence of rectangular side weir
-
Venutelli, M. (2008). "Method of solution of nonuniform flow with the presence of rectangular side weir." J. Irrig. Drain. Eng., 134(6), 840-846.
-
(2008)
J. Irrig. Drain. Eng.
, vol.134
, Issue.6
, pp. 840-846
-
-
Venutelli, M.1
-
26
-
-
6444243573
-
Effect of specific energy variation on lateral overflows
-
Yüksel, E. (2004). "Effect of specific energy variation on lateral overflows." Flow Meas. Instrum., 15(5-6), 259-269
-
(2004)
Flow Meas. Instrum.
, vol.15
, Issue.5-6
, pp. 259-269
-
-
Yüksel, E.1
|