-
2
-
-
0027874647
-
"Flow formula for straight two-stage channels"
-
JHYRAF0022-1686
-
Ackers, P. (1993). "Flow formula for straight two-stage channels." J. Hydraul. Res. JHYRAF0022-1686, 31(4), 509-531.
-
(1993)
J. Hydraul. Res.
, vol.31
, Issue.4
, pp. 509-531
-
-
Ackers, P.1
-
3
-
-
0023728045
-
"Model for flood propagation on initially dry land"
-
JHEND80733-9429 10.1061/(ASCE)0733-9429(1988)114:7(689)
-
Akanbi, A. A., and Katopodes, N. D. (1988). "Model for flood propagation on initially dry land." J. Hydraul. Eng. JHEND80733-9429, 114(7), 689-706. 10.1061/(ASCE)0733-9429(1988)114:7(689)
-
(1988)
J. Hydraul. Eng.
, vol.114
, Issue.7
, pp. 689-706
-
-
Akanbi, A.A.1
Katopodes, N.D.2
-
4
-
-
0035450935
-
"Two-dimensional flood plain flow. I: Model description"
-
10.1061/(ASCE)1084-0699(2001)6:5(397)
-
Beffa, C., and Connell, R. (2001). "Two-dimensional flood plain flow. I: Model description." J. Hydrolog. Eng., 6(5), 397-405. 10.1061/(ASCE)1084-0699(2001)6:5(397)
-
(2001)
J. Hydrolog. Eng.
, vol.6
, Issue.5
, pp. 397-405
-
-
Beffa, C.1
Connell, R.2
-
5
-
-
9144252812
-
"River ecology and flood hazard mitigation"
-
NHREFO1527-6988 10.1061/(ASCE)1527-6988(2003)4:1(46)
-
Birkland, T. A., Burby, R. J., Conrad, D., Cortner, H., and Michener, W. K. (2003). "River ecology and flood hazard mitigation." Nat. Hazards Rev. NHREFO1527-6988, 4(1), 46-54. 10.1061/ (ASCE)1527-6988(2003)4:1(46)
-
(2003)
Nat. Hazards Rev.
, vol.4
, Issue.1
, pp. 46-54
-
-
Birkland, T.A.1
Burby, R.J.2
Conrad, D.3
Cortner, H.4
Michener, W.K.5
-
6
-
-
0034980507
-
"Integral model for shallow mixing layers"
-
JHYRAF0022-1686
-
Booij, R., and Tukker, J. (2001). "Integral model for shallow mixing layers." J. Hydraul. Res. JHYRAF0022-1686, 39(2), 169-179.
-
(2001)
J. Hydraul. Res.
, vol.39
, Issue.2
, pp. 169-179
-
-
Booij, R.1
Tukker, J.2
-
7
-
-
0032820454
-
"Momentum transfer for practical flow computation in compound channels"
-
JHEND80733-9429, 10.1061/(ASCE)0733-9429(1999)125:7(696)
-
Bousmar, D., and Zech, Y. (1999). "Momentum transfer for practical flow computation in compound channels." J. Hydraul. Eng. JHEND80733-9429, 125(7), 696-706. 10.1061/(ASCE)0733-9429(1999)125:7(696)
-
(1999)
J. Hydraul. Eng.
, vol.125
, Issue.1
, pp. 696-706
-
-
Bousmar, D.1
Zech, Y.2
-
8
-
-
0037976865
-
"Floods and climate change: Interactions and impacts"
-
RIANDF0272-4332 10.1111/1539-6924.00335
-
Bronstert, A. (2003). "Floods and climate change: Interactions and impacts." Risk Anal. RIANDF0272-4332, 23(3), 545-557. 10.1111/ 1539-6924.00335
-
(2003)
Risk Anal.
, vol.23
, Issue.3
, pp. 545-557
-
-
Bronstert, A.1
-
9
-
-
0003767428
-
-
Prentice-Hall, Englewood Cliffs, N.J
-
Chaudhry, M. H. (1993). Open channel flow, Prentice-Hall, Englewood Cliffs, N.J.
-
(1993)
Open Channel Flow
-
-
Chaudhry, M.H.1
-
10
-
-
85040203263
-
-
Pitman Publishers, Ltd., London
-
Cunge, J. A., Holly, F. M., Jr., and Verwey, A. (1980). Practical aspects of computational river hydraulics, Pitman Publishers, Ltd., London.
-
(1980)
Practical Aspects of Computational River Hydraulics
-
-
Cunge, J.A.1
Holly Jr., F.M.2
Verwey, A.3
-
11
-
-
70349549238
-
"A new Lagrangian model for the dynamics and transport of river and shallow water flows"
-
Ph.D. thesis, Centre for Water Research, Univ. of Western Australia, Australia
-
Devkota, B. H. (2005). "A new Lagrangian model for the dynamics and transport of river and shallow water flows." Ph.D. thesis, Centre for Water Research, Univ. of Western Australia, Australia.
-
(2005)
-
-
Devkota, B.H.1
-
12
-
-
70350378527
-
"Lagrangian modelling of the weakly nonlinear, nonhydrostatic shallow water flow"
-
JHEND80733-9429, in press
-
Devkota, B. H., and Imberger, J. (2009a). "Lagrangian modelling of the weakly nonlinear, nonhydrostatic shallow water flow." J. Hydraul. Eng. JHEND80733-9429, in press.
-
(2009)
J. Hydraul. Eng.
-
-
Devkota, B.H.1
Imberger, J.2
-
13
-
-
70349541390
-
"Lagrangian modelling of advection-diffusion transport in open channel flow"
-
WRERAQ0043-1397, in press
-
Devkota, B. H., and Imberger, J. (2009b). "Lagrangian modelling of advection-diffusion transport in open channel flow." Water Resour. Res. WRERAQ0043-1397, in press.
-
(2009)
Water Resour. Res.
-
-
Devkota, B.H.1
Imberger, J.2
-
15
-
-
0025473498
-
"Explicit method for 2D transient surface flows"
-
JHEND80733-9429 10.1061/(ASCE)0733-9429(1990)116:8(1013)
-
Fennema, R. J., and Chaudhry, H. M. (1990). "Explicit method for 2D transient surface flows." J. Hydraul. Eng. JHEND80733-9429, 116(8), 1013-1034. 10.1061/(ASCE)0733-9429(1990)116:8(1013)
-
(1990)
J. Hydraul. Eng.
, vol.116
, Issue.8
, pp. 1013-1034
-
-
Fennema, R.J.1
Chaudhry, H.M.2
-
17
-
-
85040094611
-
-
Academic, New York
-
Fischer, H. B., List, E. J., Koh, R. C. Y., Imberger, J., and Brooks, N. H. (1979). Mixing in inland and coastal waters, Academic, New York.
-
(1979)
Mixing in Inland and Coastal Waters
-
-
Fischer, H.B.1
List, E.J.2
Koh, R.C.Y.3
Imberger, J.4
Brooks, N.H.5
-
19
-
-
0026929713
-
"1-D open channel flow simulations using TVD MacCormack scheme"
-
JHEND80733-9429 10.1061/(ASCE)0733-9429(1992)118:10(1359)
-
Garcia, N. P., Alcrudo, F., and Savipon, J. M. (1992). "1-D open channel flow simulations using TVD MacCormack scheme." J. Hydraul. Eng. JHEND80733-9429, 118(10), 1359-1372. 10.1061/ (ASCE)0733-9429(1992)118:10(1359)
-
(1992)
J. Hydraul. Eng.
, vol.118
, Issue.10
, pp. 1359-1372
-
-
Garcia, N.P.1
Alcrudo, F.2
Savipon, J.M.3
-
20
-
-
0036845180
-
"Evaluation of 1D and 2D numerical models for predicting river flood simulation"
-
JHYDA70022-1694, 10.1016/S0022-1694(02)00121-X
-
Horritt, M. S., and Bates, P. D. (2002). "Evaluation of 1D and 2D numerical models for predicting river flood simulation." J. Hydrol. JHYDA70022-1694, 268, 87-99. 10.1016/S0022-1694(02)00121-X
-
(2002)
J. Hydrol.
, vol.268
, pp. 87-99
-
-
Horritt, M.S.1
Bates, P.D.2
-
21
-
-
0036926606
-
"Case study: Bed resistance of Rhine River during 1998 flood"
-
JHEND80733-9429, 10.1061/(ASCE)0733-9429(2002)128:12(1042)
-
Julien, P. Y., Klaassen, G. J., Ten Brinke, W. B. M., and Wilbers, A. W. E. (2002). "Case study: Bed resistance of Rhine River during 1998 flood." J. Hydraul. Eng. JHEND80733-9429, 128(12), 1042-1050. 10.1061/(ASCE)0733-9429(2002)128:12(1042)
-
(2002)
J. Hydraul. Eng.
, vol.128
, Issue.12
, pp. 1042-1050
-
-
Julien, P.Y.1
Klaassen, G.J.2
Ten Brinke, W.B.M.3
Wilbers, A.W.E.4
-
22
-
-
0004168443
-
-
Cambridge University Press, Cambridge, U.K
-
Lamb, H. (1932). Hydrodynamics, Cambridge University Press, Cambridge, U.K.
-
(1932)
Hydrodynamics
-
-
Lamb, H.1
-
23
-
-
0029714160
-
"Discharge prediction in straight compound channel using the mixing length concept"
-
JHYRAF0022-1686
-
Lambert, M. F., and Sellin, R. H. J. (1996). "Discharge prediction in straight compound channel using the mixing length concept." J. Hydraul. Res. JHYRAF0022-1686, 34(3), 381-394.
-
(1996)
J. Hydraul. Res.
, vol.34
, Issue.3
, pp. 381-394
-
-
Lambert, M.F.1
Sellin, R.H.J.2
-
24
-
-
0029219876
-
"Efficient implementation of non-oscillatory schemes for the computation of free surface flows"
-
JHYRAF0022-1686
-
Nujic, M. (1995). "Efficient implementation of non-oscillatory schemes for the computation of free surface flows." J. Hydraul. Res. JHYRAF0022-1686, 33(1), 101-111.
-
(1995)
J. Hydraul. Res.
, vol.33
, Issue.1
, pp. 101-111
-
-
Nujic, M.1
-
25
-
-
70349544459
-
"Numerical modelling of one-dimensional flood plain flows"
-
MS thesis, Dept. of Civil and Environmental Engineering, Washington State Univ., Washington, USA
-
Rashid, R. S. M. Mizanur. (1991). "Numerical modelling of one-dimensional flood plain flows." MS thesis, Dept. of Civil and Environmental Engineering, Washington State Univ., Washington, USA.
-
(1991)
-
-
Rashid, R.S.M.1
Mizanur2
-
26
-
-
0029413611
-
"Flood routing in channels with flood plains"
-
JHYDA70022-1694, 10.1016/0022-1694(95)02693-J
-
Rashid, R. S. M. Mizanur, and Chaudhry, H. M. (1995). "Flood routing in channels with flood plains." J. Hydrol. JHYDA70022-1694, 171, 75-91. 10.1016/0022-1694(95)02693-J
-
(1995)
J. Hydrol.
, vol.171
, pp. 75-91
-
-
Rashid, R.S.M.1
Mizanur2
Chaudhry, H.M.3
-
27
-
-
0034938151
-
"High resolution and non-oscillatory solution of the St. Venant equations in non-rectangular and non-prismatic channels"
-
JHYRAF0022-1686
-
Sanders, B. F. (2001). "High resolution and non-oscillatory solution of the St. Venant equations in non-rectangular and non-prismatic channels." J. Hydraul. Res. JHYRAF0022-1686, 39(3), 321-330.
-
(2001)
J. Hydraul. Res.
, vol.39
, Issue.3
, pp. 321-330
-
-
Sanders, B.F.1
-
28
-
-
0000646039
-
"A laboratory investigation into the interaction between the flow in the channel of a river and that over its flood plain"
-
HOBLAB0018-6368
-
Sellin, R. H. J. (1964). "A laboratory investigation into the interaction between the flow in the channel of a river and that over its flood plain." Houille Blanche HOBLAB0018-6368, 7, 793-802.
-
(1964)
Houille Blanche
, vol.7
, pp. 93-802
-
-
Sellin, R.H.J.1
-
29
-
-
0026359750
-
"Turbulent open-channel flows with variable depth across the channel"
-
JFLSA70022-1120, 10.1017/S0022112091001246
-
Shiono, K., and Knight, D. W. (1991). "Turbulent open-channel flows with variable depth across the channel." J. Fluid Mech. JFLSA70022-1120, 222, 617-646. 10.1017/S0022112091001246
-
(1991)
J. Fluid Mech.
, vol.222
, pp. 617-646
-
-
Shiono, K.1
Knight, D.W.2
-
30
-
-
0031899206
-
"Lateral flow exchange in transient compound channel flow"
-
JHEND80733-9429, 10.1061/(ASCE)0733-9429(1998)124:1(77)
-
Shome, M. L., and Steffler, P. M. (1998). "Lateral flow exchange in transient compound channel flow." J. Hydraul. Eng. JHEND80733-9429, 124(1), 77-80. 10.1061/(ASCE)0733-9429(1998)124:1(77)
-
(1998)
J. Hydraul. Eng.
, vol.124
, Issue.1
, pp. 77-80
-
-
Shome, M.L.1
Steffler, P.M.2
-
31
-
-
0021439148
-
"Numerical alternatives in transient stream response"
-
JHEND80733-9429, 10.1061/(ASCE)0733-9429(1984)110:6(749)
-
Sobey, R. J. (1984). "Numerical alternatives in transient stream response." J. Hydraul. Eng. JHEND80733-9429, 110(6), 749-772. 10.1061/(ASCE)0733-9429(1984)110:6(749)
-
(1984)
J. Hydraul. Eng.
, vol.110
, Issue.6
, pp. 749-772
-
-
Sobey, R.J.1
-
32
-
-
0033081405
-
"Numerical study of momentum exchange in compound channel flow"
-
JHEND80733-9429, 10.1061/(ASCE)0733-9429(1999)125:2(152)
-
Sofialidis, D., and Prinos, P. (1999). "Numerical study of momentum exchange in compound channel flow." J. Hydraul. Eng. JHEND80733-9429, 125(2), 152-165. 10.1061/(ASCE)0733-9429(1999)125:2(152)
-
(1999)
J. Hydraul. Eng.
, vol.125
, Issue.2
, pp. 152-165
-
-
Sofialidis, D.1
Prinos, P.2
-
33
-
-
14844286403
-
"Momentum exchange in straight compound channel flow"
-
JHEND80733-9429, 10.1061/(ASCE)0733-9429(2005)131:3(175)
-
van Prooijen, B. C., Battjes, J. A., and Uijttewaal, W. S. J. (2005). "Momentum exchange in straight compound channel flow." J. Hydraul. Eng. JHEND80733-9429, 131(3), 175-183. 10.1061/ (ASCE)0733-9429(2005)131:3(175)
-
(2005)
J. Hydraul. Eng.
, vol.131
, Issue.3
, pp. 175-183
-
-
van Prooijen, B.C.1
Battjes, J.A.2
Uijttewaal, W.S.J.3
-
34
-
-
0036953227
-
"A linear approach for the evolution of coherent structures in shallow maxing layers"
-
PHFLE61070-6631, 10.1063/1.1514660
-
van Prooijen, B. C., and Uijttewaal, W. S. J. (2002). "A linear approach for the evolution of coherent structures in shallow maxing layers." Phys. Fluids PHFLE61070-6631, 14(12), 4105-4114. 10.1063/ 1.1514660
-
(2002)
Phys. Fluids
, vol.14
, Issue.12
, pp. 4105-4114
-
-
van Prooijen, B.C.1
Uijttewaal, W.S.J.2
-
35
-
-
0030991798
-
"Accurate simulation of advection using large times steps"
-
IJNFDW0271-2091, 10.1002/ (SICI)1097-0363(19970130)24:2<127::AID-FLD477>3.0.CO;2-R
-
Wallis, S. G., and Manson, J. R. (1997). "Accurate simulation of advection using large times steps." Int. J. Numer. Methods Fluids IJNFDW0271-2091, 24, 127-139. 10.1002/ (SICI)1097-0363(19970130)24:2<127::AID-FLD477>3.0.CO;2-R
-
(1997)
Int. Numer. Methods Fluids
, vol.24
, pp. 127-139
-
-
Wallis, S.G.1
Manson, J.R.2
-
37
-
-
8744229099
-
"Upwind conservative scheme for the Saint-Venant equations"
-
JHEND80733-9429, 10.1061/(ASCE)0733-9429(2004)130:10(977)
-
Ying, X., Khan, A. A., and Wang, S. S. Y. (2004). "Upwind conservative scheme for the Saint-Venant equations." J. Hydraul. Eng. JHEND80733-9429, 130(10), 977-987. 10.1061/ (ASCE)0733-9429(2004)130:10(977)
-
(2004)
J. Hydraul. Eng.
, vol.130
, Issue.10
, pp. 977-987
-
-
Ying, X.1
Khan, A.A.2
Wang, S.S.Y.3
-
38
-
-
0026085779
-
"Overland flow from solitary waves"
-
JWPED50733-950X, 10.1061/(ASCE)0733-950X(1991)117:3(247)
-
Zelt, J. A., and Raichlen, F. (1991). "Overland flow from solitary waves." J. Waterway, Port, Coastal, Ocean Eng. JWPED50733-950X, 117(3), 247-263. 10.1061/(ASCE)0733-950X(1991)117:3(247)
-
(1991)
J. Waterway, Port, Coastal, Ocean Eng.
, vol.117
, Issue.3
, pp. 247-263
-
-
Zelt, J.A.1
Raichlen, F.2
-
39
-
-
0028668784
-
"Finite volume two-dimensional flow model for river basins"
-
JHEND80733-9429, 10.1061/(ASCE)0733-9429(1994)120:7(863)
-
Zhao, D. H., Shen, H. W., Tabis, G. Q. III, Lai, J. S., and Tan, W. Y. (1994). "Finite volume two-dimensional flow model for river basins." J. Hydraul. Eng. JHEND80733-9429, 120(7), 863-883. 10.1061/ (ASCE)0733-9429(1994)120:7(863)
-
(1994)
J. Hydraul. Eng.
, vol.120
, Issue.7
, pp. 863-883
-
-
Zhao, D.H.1
Shen, H.W.2
Tabis III, G.Q.3
Lai, J.S.4
Tan, W.Y.5
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