-
1
-
-
0031902561
-
Variational problem of water-level stabilization in open channels
-
Atanov, G. A., Evseeva, E. G., and Work, P. A. (1998). ‘‘Variational problem of water-level stabilization in open channels.’’ J. Hydr. Engrg., ASCE, 124(1), 50–54.
-
(1998)
J. Hydr. Engrg., ASCE
, vol.124
, Issue.1
, pp. 50-54
-
-
Atanov, G.A.1
Evseeva, E.G.2
Work, P.A.3
-
2
-
-
0030237206
-
Variational data assimilation for a nonlinear hydraulic model
-
Chertok, D. L., and Lardner, R. W. (1996). ‘‘Variational data assimilation for a nonlinear hydraulic model.’’ Appl. Math. Modeling, 20, 675–682.
-
(1996)
Appl. Math. Modeling
, vol.20
, pp. 675-682
-
-
Chertok, D.L.1
Lardner, R.W.2
-
3
-
-
0000533505
-
On the estimation of parameters of hydraulic models by assimilation of periodic tidal data
-
C8, 196
-
Das, S. K., and Lardner, R. W. (1991). ‘‘On the estimation of parameters of hydraulic models by assimilation of periodic tidal data.’’ J. Geophys. Res., 96(C8), 15,187–15,196.
-
(1991)
J. Geophys. Res.
, vol.96
, Issue.15
, pp. 187-215
-
-
Das, S.K.1
Lardner, R.W.2
-
4
-
-
0026906029
-
Variational parameter estimation for a two-dimensional numerical tidal model
-
Das, S. K., and Lardner, R. W. (1992). ‘‘Variational parameter estimation for a two-dimensional numerical tidal model.’’ Int. J. for Numer. Methods in Fluids, 15, 313–327.
-
(1992)
Int. J. for Numer. Methods in Fluids
, vol.15
, pp. 313-327
-
-
Das, S.K.1
Lardner, R.W.2
-
5
-
-
0020969778
-
Physical interpretation of adjoint functions for sensitivity analysis of atmospheric models
-
Hall, M. C. G., and Cacuci, D. G. (1983). ‘‘Physical interpretation of adjoint functions for sensitivity analysis of atmospheric models.’’ J. Atmospheric Sci., 40, 2537–2546.
-
(1983)
J. Atmospheric Sci.
, vol.40
, pp. 2537-2546
-
-
Hall, M.C.G.1
Cacuci, D.G.2
-
6
-
-
0020330434
-
Sensitivity analysis of a radiative-convective model by the adjoint method
-
Hall, M. C. G., Cacuci, D. G., and Schlesinger, M. E. (1982). ‘Sensitivity analysis of a radiative-convective model by the adjoint method.’’ J. Atmospheric Sci., 39, 2038–2050.
-
(1982)
J. Atmospheric Sci.
, vol.39
, pp. 2038-2050
-
-
Hall, M.C.G.1
Cacuci, D.G.2
Schlesinger, M.E.3
-
9
-
-
4244212249
-
Analysis of transient flow through broken levees
-
Iowa Institute of Hydraulic Research, Iowa, F22
-
Katopodes, N. D. (1985). ‘‘Analysis of transient flow through broken levees.’’ Proc., Int. Symp. on Refined Flow Modeling and Turbulence Measurements, Vol. II, Iowa Institute of Hydraulic Research, Iowa, F22.1–F22.10.
-
(1985)
Proc., Int. Symp. on Refined Flow Modeling and Turbulence Measurements
, vol.2
-
-
Katopodes, N.D.1
-
10
-
-
0030252275
-
Site and size optimization of contaminant sources in surface water systems
-
Katopodes, N. D., and Piasecki, M. (1996). ‘‘Site and size optimization of contaminant sources in surface water systems.’’ J. Envir. Engrg., ASCE, 122(10), 917–923.
-
(1996)
J. Envir. Engrg., ASCE
, vol.122
, Issue.10
, pp. 917-923
-
-
Katopodes, N.D.1
Piasecki, M.2
-
11
-
-
0018456821
-
Two-dimensional shallow water-wave models
-
Katopodes, N. D., and Strelkoff, T. M. (1979). ‘‘Two-dimensional shallow water-wave models.’’ J. Engrg. Mech. Div., ASCE, 105(2), 317–334.
-
(1979)
J. Engrg. Mech. Div., ASCE
, vol.105
, Issue.2
, pp. 317-334
-
-
Katopodes, N.D.1
Strelkoff, T.M.2
-
12
-
-
0027334640
-
Optimal control of open boundary conditions for a numerical tidal model
-
Lardner, R. W. (1993). ‘‘Optimal control of open boundary conditions for a numerical tidal model.’’ Comp. Methods in Appl. Mech. and Engrg., 102, 367–387.
-
(1993)
Comp. Methods in Appl. Mech. and Engrg.
, vol.102
, pp. 367-387
-
-
Lardner, R.W.1
-
13
-
-
0000308880
-
Wave propagation algorithms for multidimensional hyperbolic systems
-
LeVeque, R. J. (1997). ‘‘Wave propagation algorithms for multidimensional hyperbolic systems.’’ J. Computational Phys., 131, 327–353.
-
(1997)
J. Computational Phys.
, vol.131
, pp. 327-353
-
-
LeVeque, R.J.1
-
15
-
-
85051606809
-
On the determination of hydraulic model parameters using the adjoint state formulation
-
A. M. Davies, ed.,. CRC, Boca Raton
-
Panchang, V. G., and O’Brien, J. J. (1989). ‘‘On the determination of hydraulic model parameters using the adjoint state formulation.’’ Modeling marine systems, A. M. Davies, ed., Vol. I, CRC, Boca Raton, 5–18.
-
(1989)
Modeling marine systems
, vol.1
, pp. 5-18
-
-
Panchang, V.G.1
O’Brien, J.J.2
-
16
-
-
0027307319
-
Leave breach inundation study, Sacramento, California
-
Peterson, D. (1993). ‘‘Leave breach inundation study, Sacramento, California.’’ Proc., 1993 Nat. Conf. on Hydr. Engrg., 833–835.
-
(1993)
Proc., 1993 Nat. Conf. on Hydr. Engrg.
, pp. 833-835
-
-
Peterson, D.1
-
17
-
-
0031158664
-
Control of contaminant releases in rivers. I: Adjoint sensitivity analysis
-
Piasecki, M., and Katopodes, N. D. (1997a). ‘‘Control of contaminant releases in rivers. I: Adjoint sensitivity analysis.’’ J. Hydr. Engrg., ASCE, 123(6), 486–492.
-
(1997)
J. Hydr. Engrg., ASCE
, vol.123
, Issue.6
, pp. 486-492
-
-
Piasecki, M.1
Katopodes, N.D.2
-
18
-
-
0031158536
-
Control of contaminant releases in rivers. II: Optimal design
-
Piasecki, M., and Katopodes, N. D. (1997b). ‘‘Control of contaminant releases in rivers. II: Optimal design.’’ J. Hydr. Engrg., ASCE, 123(6), 496–503.
-
(1997)
J. Hydr. Engrg., ASCE
, vol.123
, Issue.6
, pp. 496-503
-
-
Piasecki, M.1
Katopodes, N.D.2
-
19
-
-
0024718932
-
Mechanics of overflow erosion on embankments. I: Research activities
-
Powledge, G. R., Ralston, D. C., Miller, P., Chen, Y. H., Clopper, P. E., and Temple, D. M. (1989a). ‘‘Mechanics of overflow erosion on embankments. I: Research activities.’’ J. Hydr. Engrg., ASCE, 115(8), 1040–1055.
-
(1989)
J. Hydr. Engrg., ASCE
, vol.115
, Issue.8
, pp. 1040-1055
-
-
Powledge, G.R.1
Ralston, D.C.2
Miller, P.3
Chen, Y.H.4
Clopper, P.E.5
Temple, D.M.6
-
20
-
-
0024716849
-
Mechanics of overflow erosion on embankments. II: Hydraulic and design considerations
-
Powledge, G. R., Ralston, D. C., Miller, P., Chen, Y. H., Clopper, P. E., and Temple, D. M. (1989b). ‘‘Mechanics of overflow erosion on embankments. II: Hydraulic and design considerations.’’ J. Hydr. Engrg., ASCE, 115(8), 1065–1075.
-
(1989)
J. Hydr. Engrg., ASCE
, vol.115
, Issue.8
, pp. 1065-1075
-
-
Powledge, G.R.1
Ralston, D.C.2
Miller, P.3
Chen, Y.H.4
Clopper, P.E.5
Temple, D.M.6
-
21
-
-
2942757053
-
Approximate Riemann solvers, parameter vectors, and difference schemes
-
Roe, P. L. (1981). ‘‘Approximate Riemann solvers, parameter vectors, and difference schemes.’’ J. Computational Phys., 43, 357–372.
-
(1981)
J. Computational Phys.
, vol.43
, pp. 357-372
-
-
Roe, P.L.1
-
22
-
-
0003633131
-
-
PhD thesis, Dept. of Civ. and Envir. Engrg., University of Michigan, Ann Arbor, Mich
-
Sanders, B. F. (1997). ‘‘Control of shallow-water flow using the adjoint sensitivity method,’’ PhD thesis, Dept. of Civ. and Envir. Engrg., University of Michigan, Ann Arbor, Mich.
-
(1997)
Control of shallow-water flow using the adjoint sensitivity method
-
-
Sanders, B.F.1
-
23
-
-
0343257651
-
Adaptive control of shallow-water waves
-
K. Holz, W. Bechteler, S. S. Y. Wang, M. Kawahara, eds, on CD-ROM
-
Sanders, B. F., and Katopodes, N. D. (1998). ‘‘Adaptive control of shallow-water waves.’’ Advances in Hydrosci. and Engrg., Vol. III, Proc., Abstracts and Papers (on CD-ROM) of the 3rd Int. Conf. on Hydro-Sci. and Engrg., K. P. Holz, W. Bechteler, S. S. Y. Wang, M. Kawahara, eds., 261 (on CD-ROM).
-
(1998)
Advances in Hydrosci. and Engrg., Vol. III, Proc., Abstracts and Papers (on CD-ROM) of the 3rd Int. Conf. on Hydro-Sci. and Engrg.
, pp. 261
-
-
Sanders, B.F.1
Katopodes, N.D.2
-
24
-
-
0033460338
-
Active flood hazard mitigation. II: Omnidirectional wave control
-
Sanders, B. F., and Katopodes, N. D. (1999a). ‘‘Active flood hazard mitigation. II: Omnidirectional wave control.’’ J. Hydr. Engrg., ASCE, 125(10), 1071–1083.
-
(1999)
J. Hydr. Engrg., ASCE
, vol.125
, Issue.10
, pp. 1071-1083
-
-
Sanders, B.F.1
Katopodes, N.D.2
-
25
-
-
0032721886
-
Canal control by the adjoint sensitivity method
-
to appear
-
Sanders, B. F., and Katopodes, N. D. (1999b). ‘‘Canal control by the adjoint sensitivity method.’’ J. Irrig. and Drain. Engrg., ASCE, 125(5), to appear.
-
(1999)
J. Irrig. and Drain. Engrg., ASCE
, vol.125
, Issue.5
-
-
Sanders, B.F.1
Katopodes, N.D.2
-
26
-
-
0000582634
-
One-dimensional equations for open-channel flow
-
Strelkoff, T. (1969). ‘‘One-dimensional equations for open-channel flow.’’ J. Hydr. Div., ASCE, 95(3), 861–876.
-
(1969)
J. Hydr. Div., ASCE
, vol.95
, Issue.3
, pp. 861-876
-
-
Strelkoff, T.1
-
27
-
-
0001906210
-
A comparative study of computational methods in cosmic gas dynamics
-
van Albada, G. D., van Leer, B., and Roberts, W. W. (1982). ‘‘A comparative study of computational methods in cosmic gas dynamics.’’ Astronomy and Astrophys., 108, 76–84.
-
(1982)
Astronomy and Astrophys
, vol.108
, pp. 76-84
-
-
van Albada, G.D.1
van Leer, B.2
Roberts, W.W.3
-
28
-
-
2442433925
-
Towards the ultimate conservative difference scheme. V. A second order sequel to Godunov’s method
-
van Leer, B. (1979). ‘‘Towards the ultimate conservative difference scheme. V. A second order sequel to Godunov’s method.’’ J. Computational Phys., 32, 101–136.
-
(1979)
J. Computational Phys.
, vol.32
, pp. 101-136
-
-
van Leer, B.1
-
29
-
-
0022823154
-
Review of parameter identification procedures in groundwater hydrology: The inverse problem
-
Yeh, W. W.-G. (1986). ‘‘Review of parameter identification procedures in groundwater hydrology: The inverse problem.’’ Water Resour. Res., ASCE, 22(2), 95–108.
-
(1986)
Water Resour. Res., ASCE
, vol.22
, Issue.2
, pp. 95-108
-
-
Yeh, W.W.-G.1
-
30
-
-
0030322009
-
Approximate Riemann solvers in FVM for 2D hydraulic shock wave modeling
-
Zhao, D. H., Shen, H. W., Lai, J. S., and Tabios, G. Q., III. (1996). ‘‘Approximate Riemann solvers in FVM for 2D hydraulic shock wave modeling.’’ J. Hydr. Engrg., ASCE, 122(12), 692–702.
-
(1996)
J. Hydr. Engrg., ASCE
, vol.122
, Issue.12
, pp. 692-702
-
-
Zhao, D.H.1
Shen, H.W.2
Lai, J.S.3
Tabios, G.Q.4
|