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Volumn 43, Issue 8, 2007, Pages

A semidiscrete finite volume formulation for multiprocess watershed simulation

Author keywords

[No Author keywords available]

Indexed keywords

CHANNEL FLOW; COMPUTER SIMULATION; CONSTRAINT THEORY; FINITE VOLUME METHOD; ORDINARY DIFFERENTIAL EQUATIONS; PARAMETER ESTIMATION; PARTIAL DIFFERENTIAL EQUATIONS; SOIL MOISTURE;

EID: 34848829169     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2006WR005752     Document Type: Article
Times cited : (260)

References (49)
  • 1
    • 0022929207 scopus 로고
    • An introduction to the European Hydrological System-Systeme Hydrologicque Europeen "SHE": Part 1. History and philosophy of a physically based distributed modeling system
    • Abbott, M. B., J. A. Bathurst, and P. E. Cunge (1986a), An introduction to the European Hydrological System-Systeme Hydrologicque Europeen "SHE": part 1. History and philosophy of a physically based distributed modeling system, J. Hydrol., 87, 45-59.
    • (1986) J. Hydrol , vol.87 , pp. 45-59
    • Abbott, M.B.1    Bathurst, J.A.2    Cunge, P.E.3
  • 2
    • 0022929205 scopus 로고
    • An introduction to the European Hydrological System-Systeme Hydrologicque Europeen "SHE": Part 2. Structure of a physically based distributed modeling system
    • Abbott, M. B., J. A. Bathurst, and P. E. Cunge (1986b), An introduction to the European Hydrological System-Systeme Hydrologicque Europeen "SHE": part 2. Structure of a physically based distributed modeling system, J. Hydrol., 87, 61-77.
    • (1986) J. Hydrol , vol.87 , pp. 61-77
    • Abbott, M.B.1    Bathurst, J.A.2    Cunge, P.E.3
  • 4
    • 84977302682 scopus 로고
    • The use of unit-source watershed data for runoff prediction
    • Amerman, C. R. (1965), The use of unit-source watershed data for runoff prediction, Water Resour. Res., 1(4), 499-508.
    • (1965) Water Resour. Res , vol.1 , Issue.4 , pp. 499-508
    • Amerman, C.R.1
  • 6
    • 84856608461 scopus 로고    scopus 로고
    • Searching for the holy grail of scientific hydrology: Qt = H(SR)A as closure
    • Beven, K. (2006), Searching for the holy grail of scientific hydrology: Qt = H(SR)A as closure, Hydrol. Earth Syst. Sci. Discuss., 3, 769-792.
    • (2006) Hydrol. Earth Syst. Sci. Discuss , vol.3 , pp. 769-792
    • Beven, K.1
  • 7
    • 0031715454 scopus 로고    scopus 로고
    • Modeling water table fluctuations by means of a stochastic differential equation
    • Bierkens, M. F. P. (1998), Modeling water table fluctuations by means of a stochastic differential equation, Water Resour. Res., 34(10), 2485-2499.
    • (1998) Water Resour. Res , vol.34 , Issue.10 , pp. 2485-2499
    • Bierkens, M.F.P.1
  • 10
    • 0002518416 scopus 로고
    • Hydraulic properties of porous media
    • Colo. State Univ, Fort Collins
    • Brooks, R. H., and A. T. Corey (1964), Hydraulic properties of porous media, Hydrol. Pap. 3, Colo. State Univ., Fort Collins.
    • (1964) Hydrol. Pap. 3
    • Brooks, R.H.1    Corey, A.T.2
  • 11
    • 0003846567 scopus 로고
    • CVODE user guide
    • Numer. Math. Group, Lawrence Livermore Natl. Lab, Livermore, Calif
    • Cohen, S. D., and A. C. Hindmarsh (1994), CVODE user guide, Rep. UCRL-MA-118618, Numer. Math. Group, Lawrence Livermore Natl. Lab., Livermore, Calif.
    • (1994) Rep. UCRL-MA-118618
    • Cohen, S.D.1    Hindmarsh, A.C.2
  • 12
    • 0942271718 scopus 로고
    • Digital simulation on hydrology: Stanford Watershed Model IV,
    • Stanford Univ. Tech. Rep. 39, Stanford Univ, Palo Alto, Calif
    • Crawford, N. H., and R. K. Linsley (1966), Digital simulation on hydrology: Stanford Watershed Model IV, Stanford Univ. Tech. Rep. 39, Stanford Univ., Palo Alto, Calif.
    • (1966)
    • Crawford, N.H.1    Linsley, R.K.2
  • 14
    • 0004032570 scopus 로고
    • Prentice-Hall, Upper Saddle River, N. J
    • Dingman, S. L. (1994), Physical Hydrology, Prentice-Hall, Upper Saddle River, N. J.
    • (1994) Physical Hydrology
    • Dingman, S.L.1
  • 15
    • 0033317391 scopus 로고    scopus 로고
    • Centroidal Voronoi tessalations: Applications and algorithms
    • Du, Q., V. Faber, and M. Gunzburger (1999), Centroidal Voronoi tessalations: Applications and algorithms, SIAM Rev., 41(4), 637-676.
    • (1999) SIAM Rev , vol.41 , Issue.4 , pp. 637-676
    • Du, Q.1    Faber, V.2    Gunzburger, M.3
  • 16
    • 0029663914 scopus 로고    scopus 로고
    • A two-state integral-balance model for soil moisture and groundwater dynamics in complex terrain
    • Duffy, C. J. (1996), A two-state integral-balance model for soil moisture and groundwater dynamics in complex terrain, Water Resour. Res., 32(8), 2421-2434.
    • (1996) Water Resour. Res , vol.32 , Issue.8 , pp. 2421-2434
    • Duffy, C.J.1
  • 17
    • 84886345476 scopus 로고    scopus 로고
    • Semi-discrete dynamical model for mountain-front recharge and water balance estimation, Rio Grande of southern Colorado and New Mexico
    • edited by J. F. Hogan et al, pp, AGU, Washington, D. C
    • Duffy, C. J. (2004), Semi-discrete dynamical model for mountain-front recharge and water balance estimation, Rio Grande of southern Colorado and New Mexico, in Groundwater Recharge in a Desert Environment: The Southwestern United States, Water Sci. Appl. Ser., vol. 9, edited by J. F. Hogan et al., pp. 255-271, AGU, Washington, D. C.
    • (2004) Groundwater Recharge in a Desert Environment: The Southwestern United States, Water Sci. Appl. Ser , vol.9 , pp. 255-271
    • Duffy, C.J.1
  • 18
    • 84871761391 scopus 로고
    • An experimental investigation of runoff production in permeable soils
    • Dunne, T., and R. D. Black (1970a), An experimental investigation of runoff production in permeable soils, Water Resour. Res., 6(2), 478-490.
    • (1970) Water Resour. Res , vol.6 , Issue.2 , pp. 478-490
    • Dunne, T.1    Black, R.D.2
  • 19
    • 84879728337 scopus 로고
    • Partial area contributions to storm runoff in a small New England watershed
    • Dunne, T., and R. D. Black (1970b), Partial area contributions to storm runoff in a small New England watershed, Water Resour. Res., 6(5), 1296-1311.
    • (1970) Water Resour. Res , vol.6 , Issue.5 , pp. 1296-1311
    • Dunne, T.1    Black, R.D.2
  • 20
    • 0014602617 scopus 로고
    • Blueprint for a physically-based, digitally-simulated hydrologie response model
    • Freeze, R. A., and R. L. Harlan (1969), Blueprint for a physically-based, digitally-simulated hydrologie response model, J. Hydrol., 9, 237-258.
    • (1969) J. Hydrol , vol.9 , pp. 237-258
    • Freeze, R.A.1    Harlan, R.L.2
  • 21
    • 33845514960 scopus 로고
    • Some steady-state solutions of the unsaturated moisture flow equation with application to evaporation from a water table
    • Gardner, W. R. (1958), Some steady-state solutions of the unsaturated moisture flow equation with application to evaporation from a water table, Soil Sci., 85, 228-232.
    • (1958) Soil Sci , vol.85 , pp. 228-232
    • Gardner, W.R.1
  • 22
    • 0027789932 scopus 로고
    • A control-volume finite-element model for two-dimensional overland flow
    • Gottardi, G., and M. Venutelli (1993), A control-volume finite-element model for two-dimensional overland flow, Adv. Water Resour., 16, 277-284.
    • (1993) Adv. Water Resour , vol.16 , pp. 277-284
    • Gottardi, G.1    Venutelli, M.2
  • 23
    • 34848820712 scopus 로고    scopus 로고
    • technical reference, report, Tenn. Valley Auth, Norris, Tenn
    • Hauser, G. E. (2003), River modeling system user guide aid technical reference, report, Tenn. Valley Auth., Norris, Tenn.
    • (2003) River modeling system user guide aid
    • Hauser, G.E.1
  • 24
    • 0016597784 scopus 로고
    • A model for estimating actual evapotranspiration from potential evapotranspiration
    • Kristensen, K. J., and S. E. Jensen (1975), A model for estimating actual evapotranspiration from potential evapotranspiration, Nord Hydrol., 6, 170-188.
    • (1975) Nord Hydrol , vol.6 , pp. 170-188
    • Kristensen, K.J.1    Jensen, S.E.2
  • 25
    • 0037371910 scopus 로고    scopus 로고
    • Review of the integrated groundwater and surface-water model (IGSM)
    • LaBolle, E. M., A. A. Ayman, and E. F. Graham (2003), Review of the integrated groundwater and surface-water model (IGSM), Ground Water, 41(2), 238-246.
    • (2003) Ground Water , vol.41 , Issue.2 , pp. 238-246
    • LaBolle, E.M.1    Ayman, A.A.2    Graham, E.F.3
  • 28
    • 0021787872 scopus 로고
    • Source-area variability during peakflow, in watershed management in the 80's
    • Lynch, J. A., and W. Corbett (1985), Source-area variability during peakflow, in watershed management in the 80's, J. Irrig. Drain. Eng., 300-307.
    • (1985) J. Irrig. Drain. Eng , pp. 300-307
    • Lynch, J.A.1    Corbett, W.2
  • 31
    • 0022929204 scopus 로고
    • Automated river-course, ridge and basin delineation from digital elevation data
    • Palacios-Velez, O. L., and B. Duevas-Renaud (1986), Automated river-course, ridge and basin delineation from digital elevation data, J. Hydrol., 86, 299-314.
    • (1986) J. Hydrol , vol.86 , pp. 299-314
    • Palacios-Velez, O.L.1    Duevas-Renaud, B.2
  • 32
    • 0344572946 scopus 로고    scopus 로고
    • Geometric analysis of surface runoff and the computation order of unit elements in distributed hydrological models
    • Palacios-Velez, O., W. Gandoy-Bernasconi, and B. Cuevas-Renaud (1998), Geometric analysis of surface runoff and the computation order of unit elements in distributed hydrological models, J. Hydrol., 211, 266-274.
    • (1998) J. Hydrol , vol.211 , pp. 266-274
    • Palacios-Velez, O.1    Gandoy-Bernasconi, W.2    Cuevas-Renaud, B.3
  • 33
    • 1842788236 scopus 로고    scopus 로고
    • A fully coupled physically-based spatially-distributed model for evaluating surface/subsurface flow
    • Panday, S., and P. S. Huyakorn (2004), A fully coupled physically-based spatially-distributed model for evaluating surface/subsurface flow, Adv. Water Resour., 27, 361-382.
    • (2004) Adv. Water Resour , vol.27 , pp. 361-382
    • Panday, S.1    Huyakorn, P.S.2
  • 35
    • 15544388202 scopus 로고    scopus 로고
    • Computational science demands a new paradigm
    • Post, D. E., and L. G. Votta (2005), Computational science demands a new paradigm, Phys. Today, 58(1), 35-41.
    • (2005) Phys. Today , vol.58 , Issue.1 , pp. 35-41
    • Post, D.E.1    Votta, L.G.2
  • 36
    • 34848855223 scopus 로고    scopus 로고
    • Qu, Y. (2005), An integrated hydrologic model for multi-process simulation using semi-discrete finite approach, Ph.D. thesis, 136 pp., Civ. and Environ. Eng. Dep., Pa. State Univ., Univ. Park.
    • Qu, Y. (2005), An integrated hydrologic model for multi-process simulation using semi-discrete finite volume approach, Ph.D. thesis, 136 pp., Civ. and Environ. Eng. Dep., Pa. State Univ., Univ. Park.
  • 37
    • 19044378060 scopus 로고    scopus 로고
    • Flux parameterization in the representative elementary watershed approach: Application to a natural basin
    • doi:10.1029/2004WR003693
    • Reggiani, P., and T. H. M. Rientjes (2005), Flux parameterization in the representative elementary watershed approach: Application to a natural basin, Water Resour. Res., 41, W04013, doi:10.1029/2004WR003693.
    • (2005) Water Resour. Res , vol.41
    • Reggiani, P.1    Rientjes, T.H.M.2
  • 38
    • 0344334033 scopus 로고    scopus 로고
    • A unilying framework for watershed thermodynamics: Balance equations for mass, momentum, energy and entropy, and the second law of thermodynamics
    • Reggiani, P., M. Sivapalan, and M. Hassanizadeh (1998), A unilying framework for watershed thermodynamics: Balance equations for mass, momentum, energy and entropy, and the second law of thermodynamics, Adv. Water Res., 22, 367-398.
    • (1998) Adv. Water Res , vol.22 , pp. 367-398
    • Reggiani, P.1    Sivapalan, M.2    Hassanizadeh, M.3
  • 39
    • 0033436395 scopus 로고    scopus 로고
    • A unifying framework for watershed thermodynamics: Constitutive relationships
    • Reggiani, P., M. Hassanizadeh, M. Sivapalan, and W. G. Gray (1999), A unifying framework for watershed thermodynamics: Constitutive relationships, Adv. Water Res., 23, 15-39.
    • (1999) Adv. Water Res , vol.23 , pp. 15-39
    • Reggiani, P.1    Hassanizadeh, M.2    Sivapalan, M.3    Gray, W.G.4
  • 41
    • 0036221059 scopus 로고    scopus 로고
    • Linearity and non-linearity of basin response as a function of scale: Discussion of alternative definitions
    • doi:10.1029/2001WR000482
    • Sivapalan, M., C. Jothityangkoon, and M. Menabde (2002), Linearity and non-linearity of basin response as a function of scale: Discussion of alternative definitions, Water Resour. Res., 38(2), 1012, doi:10.1029/2001WR000482.
    • (2002) Water Resour. Res , vol.38 , Issue.2 , pp. 1012
    • Sivapalan, M.1    Jothityangkoon, C.2    Menabde, M.3
  • 43
    • 0032078628 scopus 로고    scopus 로고
    • An unstructured finite-volume algorithm for predicting flow in rivers and estuaries
    • Sleigh, P. A., P. H. Gaskell, M. Berzins, and N. G. Wright (1998), An unstructured finite-volume algorithm for predicting flow in rivers and estuaries, Comput Fluids, 27(4), 479-508.
    • (1998) Comput Fluids , vol.27 , Issue.4 , pp. 479-508
    • Sleigh, P.A.1    Gaskell, P.H.2    Berzins, M.3    Wright, N.G.4
  • 44
    • 0025925676 scopus 로고
    • Or the extraction of channel networks from digital elevation data
    • Tarboton, D. G., R. L. Bras, and I. Rodriguez-Iturbe (1991), Or the extraction of channel networks from digital elevation data, Hydrol. Processes, 5, 81-100.
    • (1991) Hydrol. Processes , vol.5 , pp. 81-100
    • Tarboton, D.G.1    Bras, R.L.2    Rodriguez-Iturbe, I.3
  • 45
    • 0034982222 scopus 로고    scopus 로고
    • Hydrologic response simulations for the R-5 catchment with a comprehensive physics-based model
    • VanderKwaak, J. E., and K. Loague (2001), Hydrologic response simulations for the R-5 catchment with a comprehensive physics-based model, Water Resour. Res., 37(4), 999-1013.
    • (2001) Water Resour. Res , vol.37 , Issue.4 , pp. 999-1013
    • VanderKwaak, J.E.1    Loague, K.2
  • 46
    • 0019057216 scopus 로고
    • A closed form equation for predicting the hydraulic conductivity of unsaturated soils
    • van Genuchten, M. T. (1980), A closed form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sci. Soc. Am. J., 44, 892-898.
    • (1980) Soil Sci. Soc. Am. J , vol.44 , pp. 892-898
    • van Genuchten, M.T.1
  • 47
    • 3242700816 scopus 로고    scopus 로고
    • Generation of triangulated irregular networks based on hydrological similarity
    • Vivoni, E. R., V. Y. Ivanov, R. L. Bras, and D. Entekhabi (2004), Generation of triangulated irregular networks based on hydrological similarity, J. Hydrol. Eng., 9(4), 288-302.
    • (2004) J. Hydrol. Eng , vol.9 , Issue.4 , pp. 288-302
    • Vivoni, E.R.1    Ivanov, V.Y.2    Bras, R.L.3    Entekhabi, D.4
  • 48
    • 0000734331 scopus 로고
    • Nouvelles applications des paramètres continus à la théorie des formes quadratiques
    • Voronoi, G. (1907), Nouvelles applications des paramètres continus à la théorie des formes quadratiques, J. Reine Angewandte Math., 133, 97-178.
    • (1907) J. Reine Angewandte Math , vol.133 , pp. 97-178
    • Voronoi, G.1
  • 49
    • 34848892857 scopus 로고    scopus 로고
    • Yeh, G. T, H. P. Cheng, J. R. Cheng, H. C. Lin, and W. D. Martin (1998, A numerical model simulating water flow, contaminant and sediment transport in a watershed systems of 1-D stream-river network, 2-D overland regime, and 3-D subsurface media WASH123D: Version 1.0, Tech. Rep. CHL-98-19, U. S. Environ. Prot. Agency Environ. Res. Lab, Athens, Ga
    • Yeh, G. T., H. P. Cheng, J. R. Cheng, H. C. Lin, and W. D. Martin (1998), A numerical model simulating water flow, contaminant and sediment transport in a watershed systems of 1-D stream-river network, 2-D overland regime, and 3-D subsurface media (WASH123D: Version 1.0), Tech. Rep. CHL-98-19, U. S. Environ. Prot. Agency Environ. Res. Lab., Athens, Ga.


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