-
1
-
-
0002400561
-
"On the numerical computation of nearly horizontal flows"
-
JHYRAF 0022-1686
-
Abbott, M. B., and Ionescu, F. (1967). "On the numerical computation of nearly horizontal flows." J. Hydraul. Res.JHYRAF0022-1686, 5(2), 97-117.
-
(1967)
J. Hydraul. Res.
, vol.5
, Issue.2
, pp. 97-117
-
-
Abbott, M.B.1
Ionescu, F.2
-
2
-
-
0004254895
-
-
Ashgate, Aldershot, U.K
-
Abbott, M. B., and Minns, A. W. (1998). Computational hydraulics, Ashgate, Aldershot, U.K.
-
(1998)
Computational Hydraulics
-
-
Abbott, M.B.1
Minns, A.W.2
-
3
-
-
11144289962
-
-
Document No. AE216, Univ. of Florida, Gainesville, Fla
-
Boman, B., Wilson, C., Jennings, M., and Shukla, S. (2002). "Detention/retention for citrus stormwater management." Document No. AE216, Univ. of Florida, Gainesville, Fla.
-
(2002)
"Detention/retention for Citrus Stormwater Management"
-
-
Boman, B.1
Wilson, C.2
Jennings, M.3
Shukla, S.4
-
4
-
-
0004170348
-
-
McGraw-Hill, New York
-
Chow, V. T., Maidment, D. R., and Mays, L. W. (1988). Applied hydrology, McGraw-Hill, New York.
-
(1988)
Applied Hydrology
-
-
Chow, V.T.1
Maidment, D.R.2
Mays, L.W.3
-
5
-
-
33847218074
-
-
Danish Hydrolic Institute (DHI). Reference manual, Danish Hydraulic Institute, Hørsholm, Denmark
-
Danish Hydrolic Institute (DHI). (2003). MIKE 11 a modeling system for rivers and channels. Reference manual, Danish Hydraulic Institute, Hørsholm, Denmark.
-
(2003)
MIKE 11 a Modeling System for Rivers and Channels
-
-
-
6
-
-
0001858799
-
"Flow routing"
-
R. Maidment, ed., McGraw-Hill, New York
-
Fread, D. L. (1993). "Flow routing." Handbook of hydrology, D. R. Maidment, ed., McGraw-Hill, New York, 10.1-10.36.
-
(1993)
Handbook of Hydrology
-
-
Fread, D.L.1
-
7
-
-
0029350341
-
"Hydrodynamic simulations of a constructed wetland in South Florida"
-
WARBAQ 0043-1370
-
Guardo, M., and Tomasello, R. S. (1995). "Hydrodynamic simulations of a constructed wetland in South Florida." Water Resour. Bull.WARBAQ0043-1370, 31(4), 687-701.
-
(1995)
Water Resour. Bull.
, vol.31
, Issue.4
, pp. 687-701
-
-
Guardo, M.1
Tomasello, R.S.2
-
8
-
-
0001920996
-
"MIKE 11-A generalized river modelling package"
-
V. Singh, ed., Water Resources Publication, Highland Ranch, Colo
-
Havnø, K., Madsen, M. N., and Dørge, J. (1995). "MIKE 11-A generalized river modelling package." Computer models of watershed hydrology, V. Singh, ed., Water Resources Publication, Highland Ranch, Colo., 733-782.
-
(1995)
Computer Models of Watershed Hydrology
, pp. 733-782
-
-
Havnø, K.1
Madsen, M.N.2
Dørge, J.3
-
9
-
-
0002978077
-
"Numerical model of tides in pearl river estuary with moving boundary"
-
JHEND8 0733-9429 10.1061/(ASCE)0733-9429():1(21)
-
Hu, S., and Kot, S. C. (1997). "Numerical model of tides in pearl river estuary with moving boundary." J. Hydraul. Eng.JHEND80733-942910.1061/(ASCE)0733-9429(1997)123:1(21), 123(1), 21-29.
-
(1997)
J. Hydraul. Eng.
, vol.123
, Issue.1
, pp. 21-29
-
-
Hu, S.1
Kot, S.C.2
-
10
-
-
0036160106
-
"Dynamic time step for the one-dimensional overland flow kinematic wave solution"
-
JHYEFF 1084-0699 10.1061/(ASCE)1084-0699(2002):1(3)
-
Jaber, F. H., and Mohtar, R. H. (2002a). "Dynamic time step for the one-dimensional overland flow kinematic wave solution." J. Hydrol. Eng.JHYEFF1084-069910.1061/(ASCE)1084-0699(2002)7:1(3), 7(1), 3-11.
-
(2002)
J. Hydrol. Eng.
, vol.7
, Issue.1
, pp. 3-11
-
-
Jaber, F.H.1
Mohtar, R.H.2
-
11
-
-
0036529049
-
"Stability and accuracy of finite element schemes for the one-dimensional kinematic wave solution"
-
AWREDI 0309-1708 10.1016/S0309-1708(02)00005-2
-
Jaber, F. H., and Mohtar, R. H. (2002b). "Stability and accuracy of finite element schemes for the one-dimensional kinematic wave solution." Adv. Water Resour.AWREDI0309-170810.1016/ S0309-1708(02)00005-2, 25, 427-38.
-
(2002)
Adv. Water Resour.
, vol.25
, pp. 427-438
-
-
Jaber, F.H.1
Mohtar, R.H.2
-
12
-
-
0142137732
-
"Stability and accuracy of two-dimensional kinematic wave overland flow modeling"
-
AWREDI 0309-1708 10.1016/S0309-1708(03)00102-7
-
Jaber, F. H., and Mohtar, R. H. (2003). "Stability and accuracy of two-dimensional kinematic wave overland flow modeling." Adv. Water Resour.AWREDI0309-170810.1016/S0309-1708(03)00102-7, 26, 1189-1198.
-
(2003)
Adv. Water Resour.
, vol.26
, pp. 1189-1198
-
-
Jaber, F.H.1
Mohtar, R.H.2
-
13
-
-
11144272654
-
"Simulating water dynamics in agricultural stormwater impoundments for irrigation water supply"
-
TAAEAJ 0001-2351
-
Jaber, F. H., and Shukla, S. (2004). "Simulating water dynamics in agricultural stormwater impoundments for irrigation water supply." Trans. ASAETAAEAJ0001-2351, 47(5), 1465-1476.
-
(2004)
Trans. ASAE
, vol.47
, Issue.5
, pp. 1465-1476
-
-
Jaber, F.H.1
Shukla, S.2
-
14
-
-
23044485950
-
" Hydrodynamic modeling approaches for agricultural storm water impoundments"
-
JIDEDH 0733-9437 10.1061/(ASCE)0733-9437():4(307)
-
Jaber, F. H., and Shukla, S. (2005). "Hydrodynamic modeling approaches for agricultural storm water impoundments." J. Irrig. Drain. Eng.JIDEDH0733-943710.1061/(ASCE)0733-9437(2005)131:4(307), 131(4), 307-315.
-
(2005)
J. Irrig. Drain. Eng.
, vol.131
, Issue.4
, pp. 307-315
-
-
Jaber, F.H.1
Shukla, S.2
-
15
-
-
0032920124
-
"Evaluating the use of 'goodness-of-fit' measures in hydrologic and hydroclimatic model validation"
-
WRERAQ 0043-1397 10.1029/1998WR900018
-
Legates D. R., and McCabe, Jr., G. J. (1999). "Evaluating the use of 'goodness-of-fit' measures in hydrologic and hydroclimatic model validation." Water Resour. Res.WRERAQ0043-139710.1029/1998WR900018, 35(1), 233-241.
-
(1999)
Water Resour. Res.
, vol.35
, Issue.1
, pp. 233-241
-
-
Legates, D.R.1
McCabe Jr., G.J.2
-
16
-
-
0032072506
-
"Dynamic time step estimates for two-dimensional transient field problems using square elements"
-
IJNMBH 0029-5981 10.1002/ (SICI)1097-0207(0515):1<1::AID-NME302>3.0.CO;2-Q,
-
Mohtar, R. H., and Segerlind, L. J. (1998). "Dynamic time step estimates for two-dimensional transient field problems using square elements." Int. J. Numer. Methods Eng.IJNMBH0029-598110.1002/ (SICI)1097-0207(19980515)42:1<1::AID-NME302>3.0.CO;2-Q, 42, 1-14.
-
(1998)
Int. Numer. Methods Eng.
, vol.42
, pp. 1-14
-
-
Mohtar, R.H.1
Segerlind, L.J.2
-
17
-
-
0033201311
-
"Dynamic time step estimates for one-dimensional linear transient field problems"
-
TAAEAJ 0001-2351
-
Mohtar, R. H., and Segerlind, L. J. (1999). "Dynamic time step estimates for one-dimensional linear transient field problems." Trans. ASAETAAEAJ0001-2351, 42(5), 1477-84.
-
(1999)
Trans. ASAE
, vol.42
, Issue.5
, pp. 1477-1484
-
-
Mohtar, R.H.1
Segerlind, L.J.2
-
18
-
-
33847216672
-
"Flood regulation of the Tennessee River"
-
1st Session, H. D., Part 2, Appendix B, Washington, D.C
-
Puls, L. G. (1928). "Flood regulation of the Tennessee River." Proc., US 70th Congress (Senate and House), 1st Session, H. D. 185, Part 2, Appendix B, Washington, D.C.
-
(1928)
Proc., US 70th Congress (Senate and House)
, vol.185
-
-
Puls, L.G.1
-
19
-
-
0002799516
-
"Simulation of wetland flow dynamics"
-
American Water Resources Association, Tampa, Fla
-
Scarlatos, P. D., and Tisdale, T. S. (1989). "Simulation of wetland flow dynamics." Water: Laws and management, American Water Resources Association, Tampa, Fla., 9A, 15-23.
-
(1989)
Water: Laws and Management
, vol.9 A
, pp. 15-23
-
-
Scarlatos, P.D.1
Tisdale, T.S.2
-
21
-
-
0032148147
-
"Hydrodynamic modeling of wetlands for flood detention"
-
WRMAEJ 0920-4741 10.1023/A:1008031011773
-
Tsihrintzis, V. A., John, D. L., and Tremblay, P. J. (1998). "Hydrodynamic modeling of wetlands for flood detention." Water Resour. Manage.WRMAEJ0920-474110.1023/A:1008031011773, 12, 251-269.
-
(1998)
Water Resour. Manage.
, vol.12
, pp. 251-269
-
-
Tsihrintzis, V.A.1
John, D.L.2
Tremblay, P.J.3
-
22
-
-
33847198070
-
"Chapter 6.10: Flood routing"
-
U.S. Bureau of Reclamation (USBR). Washington, D.C
-
U.S. Bureau of Reclamation (USBR). (1949). "Chapter 6.10: Flood routing." Part 6: Water studies; Part 6: Flood hydrology, Washington, D.C., Vol. IV.
-
(1949)
Part 6: Water Studies; Part 6: Flood Hydrology
, vol.4
-
-
-
23
-
-
0036501089
-
"Stability and accuracy of weighted four-point implicit finite difference schemes for open channel flow"
-
JHEND8 0733-9429 10.1061/(ASCE)0733-9429():3(281)
-
Venutelli, M. (2002). "Stability and accuracy of weighted four-point implicit finite difference schemes for open channel flow." J. Hydraul. Eng.JHEND80733-942910.1061/ (ASCE)0733-9429(2002)128:3(281), 128(3), 281-288.
-
(2002)
J. Hydraul. Eng.
, vol.128
, Issue.3
, pp. 281-288
-
-
Venutelli, M.1
|