메뉴 건너뛰기




Volumn 127, Issue 5, 2001, Pages 380-391

DORA Algorithm for Network Flow Models with Improved Stability and Convergence Properties

Author keywords

[No Author keywords available]

Indexed keywords

EQUATIONS OF MOTION; OPEN CHANNEL FLOW; ALGORITHMS; CALCULATIONS; DIFFUSION; DRAINAGE; SEWERS; STABILITY;

EID: 0035336474     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2001)127:5(380)     Document Type: Article
Times cited : (22)

References (27)
  • 2
    • 0343058180 scopus 로고
    • A modelling system for the design and operation of storm-sewer networks
    • Hoff Clausen, N. E., and Homage to Alexander Preissman, Abbott and Cunge, eds., Pitman Publishing, Ltd., London
    • Abbott, M. B., Havnø, K., Hoff Clausen, N. E., and Kej, A. (1982). ‘‘A modelling system for the design and operation of storm-sewer networks.’’ Engineering applications of computational hydraulics. Vol. 1: Homage to Alexander Preissman, Abbott and Cunge, eds., Pitman Publishing, Ltd., London, 11–39.
    • (1982) Engineering Applications of Computational Hydraulics , vol.1 , pp. 11-39
    • Abbott, M.B.1    Havnø, K.2    Kej, A.3
  • 3
    • 0013728438 scopus 로고
    • 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
  • 4
    • 0023795660 scopus 로고
    • Mathematical modeling of unsteady flow in storm sewers
    • Cardle, J. A., and Song, C. C. S. (1988). ‘‘Mathematical modeling of unsteady flow in storm sewers.’’ Int. J. Engrg. Fluid Mech., 1(4), 495–518.
    • (1988) Int. J. Engrg. Fluid Mech. , vol.1 , Issue.4 , pp. 495-518
    • Cardle, J.A.1    Song, C.C.S.2
  • 6
    • 0021589680 scopus 로고
    • Mathematical modelling of complex surcharge systems: Difficulties in computation and simulation of physical situations
    • Cunge, J. A., and Mazaudou, B. (1984). ‘‘Mathematical modelling of complex surcharge systems: Difficulties in computation and simulation of physical situations.’’ Proc., 3rd Int. Conf. on Urban Storm Drainage, 363–373.
    • (1984) Proc., 3rd Int. Conf. on Urban Storm Drainage , pp. 363-373
    • Cunge, J.A.1    Mazaudou, B.2
  • 7
    • 0001856091 scopus 로고
    • Integration numerique des equations d’ecoulement de Barre de Saint-Venant par un schema implicite de differences finies: Application au cas d’une galerie tantot en charge, tantot a surface libre
    • French
    • Cunge, J. A., and Wegner, M. (1964). ‘‘Integration numerique des equations d’ecoulement de Barre de Saint-Venant par un schema implicite de differences finies: Application au cas d’une galerie tantot en charge, tantot a surface libre.’’ La Houille Blanche, 1, 33–39 (in French).
    • (1964) La Houille Blanche , vol.1 , pp. 33-39
    • Cunge, J.A.1    Wegner, M.2
  • 8
    • 6044253385 scopus 로고
    • A software system for runoff and routing modelling in drainage catchments
    • Fugazza, M. (1993a). ‘‘A software system for runoff and routing modelling in drainage catchments.’’ Proc., 6th Int. Conf. on Urban Storm Drainage, 230–236.
    • (1993) Proc., 6th Int. Conf. on Urban Storm Drainage , pp. 230-236
    • Fugazza, M.1
  • 9
    • 33744895703 scopus 로고
    • Theoretical development of a mathematical model for operation and design of hydraulic channel network
    • Fugazza, M. (1993b). ‘‘Theoretical development of a mathematical model for operation and design of hydraulic channel network.’’ Proc., 6th Int. Conf. on Urban Storm Drainage, 275–281.
    • (1993) Proc., 6th Int. Conf. on Urban Storm Drainage , pp. 275-281
    • Fugazza, M.1
  • 11
    • 85113003774 scopus 로고
    • System 11 sewer —A storm sewer model
    • B. C. Yen, ed., Water Resources Publications, Littleton, Colo
    • Hoff-Clausen, N. E., Havnø, K., and Kej, A. (1982). ‘‘System 11 sewer —A storm sewer model.’’ Urban stormwater hydraulics and hydrology, B. C. Yen, ed., Water Resources Publications, Littleton, Colo., 137–146.
    • (1982) Urban Stormwater Hydraulics and Hydrology , pp. 137-146
    • Hoff-Clausen, N.E.1    Havnø, K.2    Kej, A.3
  • 12
    • 33847574415 scopus 로고    scopus 로고
    • Wallingford Software Ltd. and Anjou Recherche
    • HYDROWORKS DM 3.03: Help on line. (1997). Wallingford Software Ltd. and Anjou Recherche.
    • (1997) HYDROWORKS DM 3.03: Help on Line
  • 13
    • 0032030082 scopus 로고    scopus 로고
    • General hydrodynamic model for sewer/channel networks systems
    • Ji, Z. (1998). ‘‘General hydrodynamic model for sewer/channel networks systems.’’ J. Hydr. Engrg., ASCE, 124(3), 307–315.
    • (1998) J. Hydr. Engrg., ASCE , vol.124 , Issue.3 , pp. 307-315
    • Ji, Z.1
  • 15
    • 0019055231 scopus 로고
    • Improved implicit procedure for multi-channel surge computation
    • Kao, K.-H. (1980). ‘‘Improved implicit procedure for multi-channel surge computation.’’ J. Can. Soc. of Civ. Engrs., 7, 505–512.
    • (1980) J. Can. Soc. of Civ. Engrs. , vol.7 , pp. 505-512
    • Kao, K.-H.1
  • 18
    • 85190380172 scopus 로고
    • Storm water management model
    • Metcalf & Eddy, Inc., University of Florida, Water Resources Engineers, Inc DOC, Vols. U.S. EPA, Washington, D.C
    • Metcalf & Eddy, Inc., University of Florida, Water Resources Engineers, Inc. (1971). ‘‘Storm water management model.’’ Water Pollution Control Res. Ser., 11024 DOC, Vols. 1–4, U.S. EPA, Washington, D.C.
    • (1971) Water Pollution Control Res. Ser. , vol.11024 , pp. 1-4
  • 20
    • 0032144738 scopus 로고    scopus 로고
    • 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
  • 21
    • 33847586556 scopus 로고
    • Sewer network model DAGVL-A and DAGVLDIFF
    • B. C. Yen, ed., Water Resources Publications, Littleton, Colo
    • Sjöberg, A. (1982). ‘‘Sewer network model DAGVL-A and DAGVLDIFF.’’ Urban stormwater hydraulics and hydrology, B. C. Yen, ed., Water Resources Publications, Littleton, Colo., 127–136.
    • (1982) Urban Stormwater Hydraulics and Hydrology , pp. 127-136
    • Sjöberg, A.1
  • 22
    • 0017517453 scopus 로고
    • End depth under zero-inertia conditions
    • Strelkoff, T., and Katopodes, N. D. (1977). ‘‘End depth under zero-inertia conditions.’’ J. Hydr. Div., ASCE, 103(7), 699–711.
    • (1977) J. Hydr. Div., ASCE , vol.103 , Issue.7 , pp. 699-711
    • Strelkoff, T.1    Katopodes, N.D.2
  • 23
    • 0032850855 scopus 로고    scopus 로고
    • Volume conservation in variable parameter Muskingum-Cunge method
    • Tang, X.-N., Knight, D. W., and Samuels, P. G. (1999). ‘‘Volume conservation in variable parameter Muskingum-Cunge method.’’ J. Hydr. Engrg., ASCE, 125(6), 610–620.
    • (1999) J. Hydr. Engrg., ASCE , vol.125 , Issue.6 , pp. 610-620
    • Tang, X.-N.1    Knight, D.W.2    Samuels, P.G.3
  • 26
    • 0033830133 scopus 로고    scopus 로고
    • Finite-element modeling of floodplain flows
    • Tucciarelli, T., and Termini, D. (2000). ‘‘Finite-element modeling of floodplain flows.’’ J. Hydr. Engrg., ASCE, 126(6), 416–424.
    • (2000) J. Hydr. Engrg., ASCE , vol.126 , Issue.6 , pp. 416-424
    • Tucciarelli, T.1    Termini, D.2
  • 27
    • 0343929867 scopus 로고
    • Urban drainage hydraulics and hydrology: From art to science
    • Yen, B. C. (1987). ‘‘Urban drainage hydraulics and hydrology: From art to science.’’ Proc., 4th Int. Conf. on Urban Storm Drainage, 1–24.
    • (1987) Proc., 4th Int. Conf. on Urban Storm Drainage , pp. 1-24
    • Yen, B.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.