-
1
-
-
0022929207
-
An introduction to the European hydrological system - Syteme hydrologique Europeen, 'SHE', 1. History and philosophy of a physically based, distributed modelling system
-
Amsterdam
-
Abbott, M. B., Bathurst, J. C., Cunge, J. A., O'Connell, P. E., and Ramussen, J. (1986a). "An introduction to the European Hydrological System - Syteme Hydrologique Europeen, 'SHE', 1. History and philosophy of a physically based, distributed modelling system." J. Hydro., Amsterdam, 87.
-
(1986)
J. Hydro.
, pp. 87
-
-
Abbott, M.B.1
Bathurst, J.C.2
Cunge, J.A.3
O'Connell, P.E.4
Ramussen, J.5
-
2
-
-
0022929205
-
An introduction to the European hydrological system - Syteme hydrologique Europeen, 'SHE', 2. The structure of a physically based, distributed modelling system
-
Amsterdam
-
Abbott, M. B., Bathurst, J. C., Cunge, J. A., O'Connell, P. E., and Ramussen, J. (1986b). "An introduction to the European Hydrological System - Syteme Hydrologique Europeen, 'SHE', 2. The structure of a physically based, distributed modelling system." J. Hydro., Amsterdam, 87.
-
(1986)
J. Hydro.
, pp. 87
-
-
Abbott, M.B.1
Bathurst, J.C.2
Cunge, J.A.3
O'Connell, P.E.4
Ramussen, J.5
-
3
-
-
0004949860
-
The analysis of areal rainfall using multiquadric surfaces
-
Department of Water Affairs, Pretoria, South Africa
-
Adamson, P. T. (1978). "The analysis of areal rainfall using multiquadric surfaces." Tech. Note 85, Department of Water Affairs, Pretoria, South Africa.
-
(1978)
Tech. Note
, vol.85
-
-
Adamson, P.T.1
-
4
-
-
0019676533
-
Diffusion-wave flood routing in channel networks
-
Akan, A. O., and Yen, B. C. (1981). "Diffusion-wave flood routing in channel networks." J. Hydr. Div., ASCE, 107(6), 719-732.
-
(1981)
J. Hydr. Div., ASCE
, vol.107
, Issue.6
, pp. 719-732
-
-
Akan, A.O.1
Yen, B.C.2
-
5
-
-
0004970277
-
A distributed rainfall runoff model
-
Finite element in water resources, K. P. Holz et al., eds., Springer, Berlin
-
Aparicio, F. J., and Berezowsky. (1982). "A distributed rainfall runoff model." Finite element in water resources, K. P. Holz et al., eds., Proc., 4th Int. Conf., Springer, Berlin.
-
(1982)
Proc., 4th Int. Conf.
-
-
Aparicio, F.J.1
Berezowsky2
-
6
-
-
0004324558
-
-
Region V, U.S. Environmental Protection Agency, Chicago
-
Beasly, D. B., and Huggins, L. F. (1982). ANSWERS users mannual, EPA-905/9-82-001, Region V, U.S. Environmental Protection Agency, Chicago.
-
(1982)
ANSWERS Users Mannual, EPA-905/9-82-001
-
-
Beasly, D.B.1
Huggins, L.F.2
-
7
-
-
0023486992
-
The institute of hydrology distributed model
-
Institute of Hydrology, Wallingford, U.K.
-
Beven, K. J., Calver, A., and Morris, E. M. (1987). "The Institute of Hydrology distributed model." Rep. No. 98, Institute of Hydrology, Wallingford, U.K.
-
(1987)
Rep. No. 98
, vol.98
-
-
Beven, K.J.1
Calver, A.2
Morris, E.M.3
-
8
-
-
0025573263
-
Finite element simulation of nonlinear kinematic surface runoff
-
Blandford, G. E., and Meadows, M. E. (1990). "Finite element simulation of nonlinear kinematic surface runoff." J. Hydro., Amsterdam, 119, 335-356.
-
(1990)
J. Hydro., Amsterdam
, vol.119
, pp. 335-356
-
-
Blandford, G.E.1
Meadows, M.E.2
-
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
-
11
-
-
85040203263
-
-
Pitman Publishing, Ltd., London
-
Cunge, J. A., Holly, F. M., Jr., and Verwey, A. (1980). Practical aspects of computational river hydraulics, Pitman Publishing, Ltd., London.
-
(1980)
Practical Aspects of Computational River Hydraulics
-
-
Cunge, J.A.1
Holly F.M., Jr.2
Verwey, A.3
-
12
-
-
0017501826
-
Temporally and areally distributed rainfall
-
Dean, J. D., and Snyder, W. M. (1977). "Temporally and areally distributed rainfall." J. Irrig, and Drain. Div., ASCE, 103(2), 221-229.
-
(1977)
J. Irrig, and Drain. Div., ASCE
, vol.103
, Issue.2
, pp. 221-229
-
-
Dean, J.D.1
Snyder, W.M.2
-
13
-
-
0016072411
-
2 rates of convergence of first order hyperbolics
-
2 rates of convergence of first order hyperbolics." SIAM J. Numer. Anal., 11, 637-653.
-
(1974)
SIAM J. Numer. Anal.
, vol.11
, pp. 637-653
-
-
Dendy, J.E.1
-
14
-
-
0001069992
-
Theorie du movement non permanent des eaux, avec application aux crues de rivieras et a l'introduction marces dans leur lit
-
in French
-
de Saint Venant, B. (1871). "Theorie Du Movement Non Permanent Des Eaux, Avec Application Aux Crues De Rivieras et a l'Introduction Marces Dans Leur Lit." Comptes Rendus De l'Academic Des Sciences, 73, 147-154, 237-240 (in French).
-
(1871)
Comptes Rendus de l'Academic des Sciences
, vol.73
, pp. 147-154
-
-
De Saint Venant, B.1
-
15
-
-
0001314624
-
Comparing splines and kriging
-
Dubrule, O. (1984). "Comparing splines and kriging." Comput. Geosci., 10, 327-338.
-
(1984)
Comput. Geosci.
, vol.10
, pp. 327-338
-
-
Dubrule, O.1
-
16
-
-
0017216638
-
Interpolation des functions de deux variables suivant le principle de la flexion des plaques minces
-
in French
-
Duchon, J. (1976). "Interpolation Des Functions De Deux Variables Suivant Le Principle De La Flexion Des Plaques Minces." Rev. Fr. Autom. Inf. Rech. Oper., 10(12), 5-12 (in French).
-
(1976)
Rev. Fr. Autom. Inf. Rech. Oper.
, vol.10
, Issue.12
, pp. 5-12
-
-
Duchon, J.1
-
17
-
-
0025199126
-
Automatic cascade numbering of unit elements in distributed hydrological models
-
Gandoy-Bernasconi, W., and Palacios-Velez, O. (1990). "Automatic cascade numbering of unit elements in distributed hydrological models." J. Hydro., Amsterdam, 112, 375-393.
-
(1990)
J. Hydro., Amsterdam
, vol.112
, pp. 375-393
-
-
Gandoy-Bernasconi, W.1
Palacios-Velez, O.2
-
18
-
-
0028177065
-
Determination of watershed features for surface runoff models
-
Garg, N. K., and Sen, D. J. (1994). "Determination of watershed features for surface runoff models." J. Hydr. Engrg., ASCE, 120(4), 427-447.
-
(1994)
J. Hydr. Engrg., ASCE
, vol.120
, Issue.4
, pp. 427-447
-
-
Garg, N.K.1
Sen, D.J.2
-
20
-
-
0001174623
-
Overland flow and groundwater flow for a steady rainfall of finite duration
-
Henderson, F. M., and Wooding, R. A. (1964). "Overland flow and groundwater flow for a steady rainfall of finite duration." J. Geophys. Res., 69, 1531-1540.
-
(1964)
J. Geophys. Res.
, vol.69
, pp. 1531-1540
-
-
Henderson, F.M.1
Wooding, R.A.2
-
21
-
-
0027083741
-
Characteristic dissipative Galerkin scheme for open-channel flow
-
Hicks, F. E., and Steffler, P. M. (1992). "Characteristic dissipative Galerkin scheme for open-channel flow." J. Hydr. Engrg., ASCE, 118(2), 337-352.
-
(1992)
J. Hydr. Engrg., ASCE
, vol.118
, Issue.2
, pp. 337-352
-
-
Hicks, F.E.1
Steffler, P.M.2
-
22
-
-
84984529908
-
A frontal solution program for finite element analysis
-
Irons, B. M. (1970). "A frontal solution program for finite element analysis." Int. J. Numer. Methods in Engrg., 2, 5-32.
-
(1970)
Int. J. Numer. Methods in Engrg.
, vol.2
, pp. 5-32
-
-
Irons, B.M.1
-
23
-
-
85040265846
-
IIHR distributed parameter watershed model
-
Iowa Inst. of Hydr. Res., University of Iowa, Ames, Iowa
-
Jain, S. C., Kumar, S., Whelan, G., and Croley, T. E., II. (1982). "IIHR distributed parameter watershed model." IIHR Rep. No. 244, Iowa Inst. of Hydr. Res., University of Iowa, Ames, Iowa.
-
(1982)
IIHR Rep. No. 244
, vol.244
-
-
Jain, S.C.1
Kumar, S.2
Whelan, G.3
Croley T.E. II4
-
24
-
-
0018655106
-
A finite element distributed catchment model I. Analytical basis
-
Jayawardena, A. W., and White, J. K. (1977). "A finite element distributed catchment model I. Analytical basis." J. Hydro., Amsterdam, 42, 231-249.
-
(1977)
J. Hydro., Amsterdam
, vol.42
, pp. 231-249
-
-
Jayawardena, A.W.1
White, J.K.2
-
25
-
-
0025500939
-
Watershed delineation with triangle-based terrain models
-
Jones, N. L., Wright, S. G., and Maidment, D. R. (1990). "Watershed delineation with triangle-based terrain models." J. Hydr. Engrg., ASCE, 116(10), 1232-1251.
-
(1990)
J. Hydr. Engrg., ASCE
, vol.116
, Issue.10
, pp. 1232-1251
-
-
Jones, N.L.1
Wright, S.G.2
Maidment, D.R.3
-
26
-
-
0021408432
-
Dissipative Galerkin scheme for open-channel flow
-
Katopodes, N. D. (1984). "Dissipative Galerkin scheme for open-channel flow." J. Hydr. Engrg., ASCE, 110(4), 450-466.
-
(1984)
J. Hydr. Engrg., ASCE
, vol.110
, Issue.4
, pp. 450-466
-
-
Katopodes, N.D.1
-
27
-
-
0000605612
-
Mathematical properties of the kinematic cascade
-
Kibler, D. F., and Woolhiser, D. A. (1972). "Mathematical properties of the kinematic cascade." J. Hydro., Amsterdam, 119, 131-147.
-
(1972)
J. Hydro., Amsterdam
, vol.119
, pp. 131-147
-
-
Kibler, D.F.1
Woolhiser, D.A.2
-
29
-
-
0016103318
-
Comparison of multiquadric surfaces for the estimation of real rainfall
-
Lee, P. S., Lynn, P. P., and Shaw, E. (1974). "Comparison of multiquadric surfaces for the estimation of real rainfall." Hydro. Sci. Bull., 19(3), 303-317.
-
(1974)
Hydro. Sci. Bull.
, vol.19
, Issue.3
, pp. 303-317
-
-
Lee, P.S.1
Lynn, P.P.2
Shaw, E.3
-
30
-
-
0023483811
-
On the accuracy of areal rainfall estimation: A case study
-
Level, T., Bastin, G., Obled, C., and Creutin, J. D. (1987). "On the accuracy of areal rainfall estimation: A case study." Water Resour. Res., 23(11), 2123-2134.
-
(1987)
Water Resour. Res.
, vol.23
, Issue.11
, pp. 2123-2134
-
-
Level, T.1
Bastin, G.2
Obled, C.3
Creutin, J.D.4
-
31
-
-
0004276963
-
-
McGraw-Hill, New York
-
Linsley, R. K., Jr., Kohler, M. A., and Paulhus, J. L. H. (1985). Hydrology for engineers, McGraw-Hill, New York.
-
(1985)
Hydrology for Engineers
-
-
Linsley R.K., Jr.1
Kohler, M.A.2
Paulhus, J.L.H.3
-
32
-
-
0016358626
-
Finite element solutions of the shallow water equations - Surface runoff
-
J. T. Oden et al., eds., University of Alabama Press, Huntsville, Ala.
-
Al-Mashidani, G., and Taylor, C. (1974). "Finite element solutions of the shallow water equations - surface runoff." Finite element methods in flow problems, J. T. Oden et al., eds., University of Alabama Press, Huntsville, Ala., 385-398.
-
(1974)
Finite Element Methods in Flow Problems
, pp. 385-398
-
-
Al-Mashidani, G.1
Taylor, C.2
-
33
-
-
0019227507
-
Unsteady one dimensional flow over a plane: Partial equilibrium and recession hydrographs
-
Morris, E. M., and Woolhiser, D. A. (1980). "Unsteady one dimensional flow over a plane: Partial equilibrium and recession hydrographs." Water Resour. Res., 16(2), 355-360.
-
(1980)
Water Resour. Res.
, vol.16
, Issue.2
, pp. 355-360
-
-
Morris, E.M.1
Woolhiser, D.A.2
-
34
-
-
0028035891
-
Algorithm for precise drainage-basin delineation
-
Nelson, E. J., Jones, N. L., and Miller, A. W. (1994). "Algorithm for precise drainage-basin delineation." J. Hydr. Engrg., ASCE, 120(3), 298-312.
-
(1994)
J. Hydr. Engrg., ASCE
, vol.120
, Issue.3
, pp. 298-312
-
-
Nelson, E.J.1
Jones, N.L.2
Miller, A.W.3
-
35
-
-
0022929204
-
Automated river course and basin delineation from digital elevation data
-
Palacios-Velez, O., and Cuevas-Renaud, B. (1986). "Automated river course and basin delineation from digital elevation data." J. Hydro., Amsterdam, 86, 299-314.
-
(1986)
J. Hydro., Amsterdam
, vol.86
, pp. 299-314
-
-
Palacios-Velez, O.1
Cuevas-Renaud, B.2
-
36
-
-
0027010186
-
SHIFT: A distributed runoff model using irregular triangular facets
-
Palacios-Velez, O., and Cuevas-Renaud, B. (1992). "SHIFT: A distributed runoff model using irregular triangular facets." J. Hydro., Amsterdam, 134, 35-55.
-
(1992)
J. Hydro., Amsterdam
, vol.134
, pp. 35-55
-
-
Palacios-Velez, O.1
Cuevas-Renaud, B.2
-
37
-
-
0024856198
-
One dimensional flow over a plane: Criteria for kinematic wave modelling
-
Pearson, C. P. (1989). "One dimensional flow over a plane: Criteria for kinematic wave modelling." J. Hydro., Amsterdam, 111, 39-48.
-
(1989)
J. Hydro., Amsterdam
, vol.111
, pp. 39-48
-
-
Pearson, C.P.1
-
38
-
-
0027334048
-
Integration of rainfall via multiquadric surfaces over polygons
-
Pegram, G. C., and Pegram, G. G. S. (1993). "Integration of rainfall via multiquadric surfaces over polygons." J. Hydr. Engrg., ASCE, 119(2), 151-163.
-
(1993)
J. Hydr. Engrg., ASCE
, vol.119
, Issue.2
, pp. 151-163
-
-
Pegram, G.C.1
Pegram, G.G.S.2
-
40
-
-
0004146161
-
MIKE SHE
-
V. P. Singh, ed., Water Resources Publications, Littleton, Colo
-
Refsgaard, J. C., and Storm, B. (1995). "MIKE SHE." Computer models in watershed hydrology, V. P. Singh, ed., Water Resources Publications, Littleton, Colo.
-
(1995)
Computer Models in Watershed Hydrology
-
-
Refsgaard, J.C.1
Storm, B.2
-
41
-
-
0018457868
-
A finite element model for overland and channel flow for assessing the hydrologic impact of land use change
-
Ross, B. B., Contractor, D. N., and Shanholtz, V. (1979). "A finite element model for overland and channel flow for assessing the hydrologic impact of land use change." J. Hydro., Amsterdam, 41, 11-30.
-
(1979)
J. Hydro., Amsterdam
, vol.41
, pp. 11-30
-
-
Ross, B.B.1
Contractor, D.N.2
Shanholtz, V.3
-
42
-
-
0032144738
-
Efficient solution technique for dendritic channel networks using FEM
-
Sen, D. J., and Garg, N. K. (1998). "Efficient solution technique for dendritic channel networks using FEM." J. Hydr. Engrg., ASCE, 124(8), 831-839.
-
(1998)
J. Hydr. Engrg., ASCE
, vol.124
, Issue.8
, pp. 831-839
-
-
Sen, D.J.1
Garg, N.K.2
-
43
-
-
0016548467
-
An objective rainfall interpolation and mapping technique
-
Shearman, R. J., and Salter, P. M. (1975). "An objective rainfall interpolation and mapping technique." Hydro. Sci. Bull., 20(3).
-
(1975)
Hydro. Sci. Bull.
, vol.20
, Issue.3
-
-
Shearman, R.J.1
Salter, P.M.2
-
44
-
-
0004952370
-
A geographic information system utilizing triangulated irregular network as a basis for hydrologic modelling
-
N. R. Chrisman, ed., American Society for Photogrammetry and Remote Sensing, Bethesda, Md
-
Silfer, A. T., Kinn, G. J., and Hassett, J. M. (1987). "A geographic information system utilizing triangulated irregular network as a basis for hydrologic modelling." Proc., 8th Int. Symp. on Comp. Assisted Cartography, AutoCarto 8, N. R. Chrisman, ed., American Society for Photogrammetry and Remote Sensing, Bethesda, Md.
-
(1987)
Proc., 8th Int. Symp. on Comp. Assisted Cartography, Autocarto
, vol.8
-
-
Silfer, A.T.1
Kinn, G.J.2
Hassett, J.M.3
-
45
-
-
0001194630
-
Reciprocal-distance estimate of point rainfall
-
Simanton, J. R., and Osborn, H. B. (1980). "Reciprocal-distance estimate of point rainfall." J. Hydr. Div., ASCE, 106(7), 1242-1246.
-
(1980)
J. Hydr. Div., ASCE
, vol.106
, Issue.7
, pp. 1242-1246
-
-
Simanton, J.R.1
Osborn, H.B.2
-
46
-
-
0018017653
-
A comparison of finite element based solution schemes for depicting overland flow
-
Taylor, C., and Hyuakorn, P. S. (1978). "A comparison of finite element based solution schemes for depicting overland flow." Appl. Math. Modelling, 2, 185-190.
-
(1978)
Appl. Math. Modelling
, vol.2
, pp. 185-190
-
-
Taylor, C.1
Hyuakorn, P.S.2
-
47
-
-
0016034495
-
A finite element approach to watershed runoff
-
Amsterdam
-
Taylor, C., Al-Mashidani, G., and Davis, J. M. (1974). "A finite element approach to watershed runoff." J. Hydro., Amsterdam, 21.
-
(1974)
J. Hydro.
, pp. 21
-
-
Taylor, C.1
Al-Mashidani, G.2
Davis, J.M.3
-
48
-
-
0025174283
-
Finite element watershed modeling: One-dimensional elements
-
Vieux, B. E., Bralts, V. F., Segerlind, L. J., and Wallace, R. B. (1990). "Finite element watershed modeling: One-dimensional elements." J. Water Resour. Plng. and Mgmt., ASCE, 116(6), 803-819.
-
(1990)
J. Water Resour. Plng. and Mgmt., ASCE
, vol.116
, Issue.6
, pp. 803-819
-
-
Vieux, B.E.1
Bralts, V.F.2
Segerlind, L.J.3
Wallace, R.B.4
-
49
-
-
0004930391
-
A dissipative Galerkin method for the numerical solution of first order hyperbolic equations
-
C. de Boor, ed., Academic, New York
-
Wahlbin, L. B. (1974). "A dissipative Galerkin method for the numerical solution of first order hyperbolic equations." Mathematical aspects of finite elements in partial differential equations, C. de Boor, ed., Academic, New York.
-
(1974)
Mathematical Aspects of Finite Elements in Partial Differential Equations
-
-
Wahlbin, L.B.1
-
50
-
-
49749218702
-
A hydraulic model for the catchment -stream problem: I. Kinematic wave theory
-
Wooding, R. A. (1965a). "A hydraulic model for the catchment -Stream problem: I. Kinematic wave theory." J. Hydro., Amsterdam, 3, 254-267.
-
(1965)
J. Hydro., Amsterdam
, vol.3
, pp. 254-267
-
-
Wooding, R.A.1
-
51
-
-
0001248249
-
A hydraulic model for the catchment -stream problem: Ii. Numerical solutions
-
Wooding, R. A. (1965b). "A hydraulic model for the catchment -Stream problem: II. Numerical solutions." J. Hydro., Amsterdam, 3, 268-282.
-
(1965)
J. Hydro., Amsterdam
, vol.3
, pp. 268-282
-
-
Wooding, R.A.1
-
52
-
-
0002432826
-
A hydraulic model for the catchment -stream problem: Iii. Comparison with runoff observations
-
Wooding, R. A. (1966). "A hydraulic model for the catchment -Stream problem: III. Comparison with runoff observations." J. Hydro., Amsterdam, 4, 21-37.
-
(1966)
J. Hydro., Amsterdam
, vol.4
, pp. 21-37
-
-
Wooding, R.A.1
-
53
-
-
0030089369
-
Search for physically based runoff model - A hydrologic El Dorado
-
Woolhiser, D. A. (1996). "Search for physically based runoff model - A hydrologic El Dorado." J. Hydr. Engrg., ASCE, 122(3), 122-129.
-
(1996)
J. Hydr. Engrg., ASCE
, vol.122
, Issue.3
, pp. 122-129
-
-
Woolhiser, D.A.1
-
54
-
-
84887431105
-
Unsteady one dimensional flow over a plane: The rising hydrograph
-
Woolhiser, D. A., and Liggett, J. A. (1967). "Unsteady one dimensional flow over a plane: The rising hydrograph." Water Resour. Res., 3, 753-771.
-
(1967)
Water Resour. Res.
, vol.3
, pp. 753-771
-
-
Woolhiser, D.A.1
Liggett, J.A.2
-
55
-
-
0003872746
-
-
Area Res. Station, U.S. Department of Agriculture, Tucson, Ariz
-
Woolhiser, D. A., Smith, R. E., and Goodrich, D. C. (1990). KINEROS, a kinematic runoff and erosion model, documentation and user manual, Area Res. Station, U.S. Department of Agriculture, Tucson, Ariz.
-
(1990)
KINEROS, a Kinematic Runoff and Erosion Model, Documentation and User Manual
-
-
Woolhiser, D.A.1
Smith, R.E.2
Goodrich, D.C.3
|