메뉴 건너뛰기




Volumn 16, Issue 6, 2011, Pages 540-557

Case study: Improving real-time stage forecasting muskingum model by incorporating the rating curve model

Author keywords

Adaptive procedure; Flood forecasting; Lateral Inflows; Muskingum method; Real time

Indexed keywords

ADAPTIVE PROCEDURE; FLOOD FORECASTING; LATERAL INFLOWS; MUSKINGUM METHOD; REAL TIME;

EID: 79958714869     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HE.1943-5584.0000345     Document Type: Article
Times cited : (25)

References (36)
  • 1
    • 0027594152 scopus 로고
    • Criteria for evaluation of watershed models
    • ASCE Task Committee on Definition of Criteria for Evaluation of Watershed Models of the Watershed Management Committee, Irrigation and Drainage Division, JIDEDH, 0733-9437, 10.1061/(ASCE)0733-9437(1993)119:3(429), "." .
    • Criteria for evaluation of watershed models. J. Irrig. Drain Eng. 1993, 119(3):429-442. ASCE Task Committee on Definition of Criteria for Evaluation of Watershed Models of the Watershed Management Committee, Irrigation and Drainage Division, JIDEDH, 0733-9437, 10.1061/(ASCE)0733-9437(1993)119:3(429), ".".
    • (1993) J. Irrig. Drain Eng. , vol.119 , Issue.3 , pp. 429-442
  • 2
    • 78650585436 scopus 로고    scopus 로고
    • On the lateral inflow assessment within a real-time stage monitoring addressed to flood forecasting
    • M. Sánchez-Marrè, J. Bèjar, J. Comas, A. E. Rizzoli, G. Guariso, and "." , and , eds., Int. Environmental Modelling and Software Society, Barcelona, Catalonia.
    • Barbetta S. Brocca L. Melone F. Moramarco T. On the lateral inflow assessment within real-time stage monitoring addressed to flood forecasting. Proc., iEMSs 4th Biennial Meeting: Int. Congress on Environmental Modelling and Software (iEMSs 2008) 2008, 438-445. M. Sánchez-Marrè, J. Bèjar, J. Comas, A. E. Rizzoli, G. Guariso, and "." and eds., Int. Environmental Modelling and Software Society, Barcelona, Catalonia.
    • (2008) Proc., iEMSs 4th Biennial Meeting: Int. Congress on Environmental Modelling and Software (iEMSs 2008) , pp. 438-445
    • Barbetta, S.1    Brocca, L.2    Melone, F.3    Moramarco, T.4
  • 3
    • 0000021367 scopus 로고
    • Application of entropy concept in open-channel flow study
    • JHYEFF, 1084-0699, 10.1061/(ASCE)0733-9429(1991)117:5(615), "." .
    • Chiu C.L. Application of entropy concept in open-channel flow study. J. Hydrol. Eng. 1991, 117(5):615-628. JHYEFF, 1084-0699, 10.1061/(ASCE)0733-9429(1991)117:5(615), ".".
    • (1991) J. Hydrol. Eng. , vol.117 , Issue.5 , pp. 615-628
    • Chiu, C.L.1
  • 4
    • 0036537687 scopus 로고    scopus 로고
    • Maximum velocity and regularities in open-channel flow
    • JHYEFF, 1084-0699, 10.1061/(ASCE)0733-9429(2002)128:4(390)
    • Chiu C.L. Tung N.C. Maximum velocity and regularities in open-channel flow. J. Hydrol. Eng. 2002, 128(4):390-398. JHYEFF, 1084-0699, 10.1061/(ASCE)0733-9429(2002)128:4(390), and ".".
    • (2002) J. Hydrol. Eng. , vol.128 , Issue.4 , pp. 390-398
    • Chiu, C.L.1    Tung, N.C.2
  • 6
    • 0021057847 scopus 로고
    • Conditions governing the use of approximations for the Saint-Venant equations for shallow surface water flow
    • JHYDA7, 0022-1694, 10.1016/0022-1694(83)90013-6, "." .
    • Daluz Vieira J.H. Conditions governing the use of approximations for the Saint-Venant equations for shallow surface water flow. J. Hydrol. (Amsterdam) 1983, 60(1):43-58. JHYDA7, 0022-1694, 10.1016/0022-1694(83)90013-6, ".".
    • (1983) J. Hydrol. (Amsterdam) , vol.60 , Issue.1 , pp. 43-58
    • Daluz Vieira, J.H.1
  • 7
    • 79958740310 scopus 로고    scopus 로고
    • Danish Hydrological Institute (DHI), User's manual and technical references for MIKE 11 (Version 2003b), HOrsholm, Denmark.
    • 2003, Danish Hydrological Institute (DHI), User's manual and technical references for MIKE 11 (Version 2003b), HOrsholm, Denmark.
    • (2003)
  • 8
    • 0028667768 scopus 로고
    • A flood routing Muskingum type simulation and forecasting model based on level data alone
    • WRERAQ, 0043-1397, 10.1029/94WR00536
    • Franchini M. Lamberti P. flood routing Muskingum type simulation and forecasting model based on level data alone. Water Resour. Res. 1994, 30(7):2183-2196. WRERAQ, 0043-1397, 10.1029/94WR00536, and ".".
    • (1994) Water Resour. Res. , vol.30 , Issue.7 , pp. 2183-2196
    • Franchini, M.1    Lamberti, P.2
  • 9
    • 0033512987 scopus 로고    scopus 로고
    • Rating curve estimation using local stages, upstream discharge data and a simplified hydraulic model
    • HESSCF, 1027-5606, 10.5194/hess-3-541-1999
    • Franchini M. Lamberti P. Giammarco P.D. Rating curve estimation using local stages, upstream discharge data and simplified hydraulic model. Hydrol. Earth Syst. Sci. 1999, 3(4):541-548. HESSCF, 1027-5606, 10.5194/hess-3-541-1999, and ".".
    • (1999) Hydrol. Earth Syst. Sci. , vol.3 , Issue.4 , pp. 541-548
    • Franchini, M.1    Lamberti, P.2    Giammarco, P.D.3
  • 11
    • 0016003036 scopus 로고
    • Multiple linearization flow routing model
    • JYCEAJ, 0044-796X
    • Keefer T.N. McQuivey R.S. Multiple linearization flow routing model. J. Hydraul. Div. 1974, 100(7):1031-1046. JYCEAJ, 0044-796X, and ".".
    • (1974) J. Hydraul. Div. , vol.100 , Issue.7 , pp. 1031-1046
    • Keefer, T.N.1    McQuivey, R.S.2
  • 12
    • 0019227948 scopus 로고
    • Real time forecasting with a conceptual hydrologic model. 2. Applications and results
    • WRERAQ, 0043-1397, 10.1029/WR016i006p01034
    • Kitanidis P.K. Bras R. Real time forecasting with conceptual hydrologic model. 2. Applications and results. Water Resour. Res. 1980, 16(6):1034-1044. WRERAQ, 0043-1397, 10.1029/WR016i006p01034, and ".".
    • (1980) Water Resour. Res. , vol.16 , Issue.6 , pp. 1034-1044
    • Kitanidis, P.K.1    Bras, R.2
  • 13
    • 0030075197 scopus 로고    scopus 로고
    • Flood propagation models for real time forecasting
    • JHYDA7, 0022-1694, 10.1016/S0022-1694(96)80013-8
    • Lamberti P. Pilati S. Flood propagation models for real time forecasting. J. Hydrol. (Amsterdam) 1996, 175:239-266. JHYDA7, 0022-1694, 10.1016/S0022-1694(96)80013-8, and ".".
    • (1996) J. Hydrol. (Amsterdam) , vol.175 , pp. 239-266
    • Lamberti, P.1    Pilati, S.2
  • 15
    • 11944250199 scopus 로고    scopus 로고
    • Relating local stage and remote discharge with significant lateral inflow
    • JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2005)10:1(58)
    • Moramarco T. Barbetta S. Melone F. Singh V.P. Relating local stage and remote discharge with significant lateral inflow. J. Hydrol. Eng. 2005, 10(1):58-69. JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2005)10:1(58), and ".".
    • (2005) J. Hydrol. Eng. , vol.10 , Issue.1 , pp. 58-69
    • Moramarco, T.1    Barbetta, S.2    Melone, F.3    Singh, V.P.4
  • 16
    • 32544445552 scopus 로고    scopus 로고
    • A real-time stage Muskingum forecasting model for a site without rating curve
    • HSJODN, 0262-6667, 10.1623/hysj.51.1.66
    • Moramarco T. Barbetta S. Melone F. Singh V.P. real-time stage Muskingum forecasting model for site without rating curve. Hydrol. Sci. J. 2006, 51(1):66-82. HSJODN, 0262-6667, 10.1623/hysj.51.1.66, and ".".
    • (2006) Hydrol. Sci. J. , vol.51 , Issue.1 , pp. 66-82
    • Moramarco, T.1    Barbetta, S.2    Melone, F.3    Singh, V.P.4
  • 17
    • 54249154201 scopus 로고    scopus 로고
    • Accuracy of kinematic wave and diffusion wave approximations for flood routing. I: Steady analysis
    • JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2008)13:11(1078)
    • Moramarco T. Pandolfo C. Singh V.P. Accuracy of kinematic wave and diffusion wave approximations for flood routing. I: Steady analysis. J. Hydrol. Eng. 2008, 13(11):1078-1088. JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2008)13:11(1078), and ".".
    • (2008) J. Hydrol. Eng. , vol.13 , Issue.11 , pp. 1078-1088
    • Moramarco, T.1    Pandolfo, C.2    Singh, V.P.3
  • 18
    • 1642538316 scopus 로고    scopus 로고
    • Estimation of mean velocity in natural channels based on Chiu's velocity distribution equation
    • JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2004)9:1(42)
    • Moramarco T. Saltalippi C. Singh V.P. Estimation of mean velocity in natural channels based on Chiu's velocity distribution equation. J. Hydrol. Eng. 2004, 9(1):42-50. JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2004)9:1(42), and ".".
    • (2004) J. Hydrol. Eng. , vol.9 , Issue.1 , pp. 42-50
    • Moramarco, T.1    Saltalippi, C.2    Singh, V.P.3
  • 19
    • 0034746133 scopus 로고    scopus 로고
    • Simple method for relating local stage and remote discharge
    • JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2001)6:1(78)
    • Moramarco T. Singh V.P. Simple method for relating local stage and remote discharge. J. Hydrol. Eng. 2001, 6(1):78-81. JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2001)6:1(78), and ".".
    • (2001) J. Hydrol. Eng. , vol.6 , Issue.1 , pp. 78-81
    • Moramarco, T.1    Singh, V.P.2
  • 20
    • 0036930729 scopus 로고    scopus 로고
    • Accuracy of kinematic wave and diffusion wave for spatial-varying rainfall excess over a plane
    • HYPRE3, 1099-1085, 10.1002/hyp.1108
    • Moramarco T. Singh V.P. Accuracy of kinematic wave and diffusion wave for spatial-varying rainfall excess over plane. Hydrol. Processes 2002, 16:3419-3435. HYPRE3, 1099-1085, 10.1002/hyp.1108, and ".".
    • (2002) Hydrol. Processes , vol.16 , pp. 3419-3435
    • Moramarco, T.1    Singh, V.P.2
  • 21
    • 0030588344 scopus 로고    scopus 로고
    • Criteria for the choice of flood routing methods in natural channels
    • JHYDA7, 0022-1694, 10.1016/S0022-1694(96)03045-4
    • Moussa R. Bocquillon C. Criteria for the choice of flood routing methods in natural channels. J. Hydrol. (Amsterdam) 1996, 186(1-4):1-30. JHYDA7, 0022-1694, 10.1016/S0022-1694(96)03045-4, and ".".
    • (1996) J. Hydrol. (Amsterdam) , vol.186 , Issue.1-4 , pp. 1-30
    • Moussa, R.1    Bocquillon, C.2
  • 22
    • 0014776873 scopus 로고
    • River flow forecasting through conceptual models part I-A discussion of principles
    • JHYDA7, 0022-1694, 10.1016/0022-1694(70)90255-6
    • Nash J.E. Sutcliffe J.V. River flow forecasting through conceptual models part I-A discussion of principles. J. Hydrol. (Amsterdam) 1970, 10(3):282-290. JHYDA7, 0022-1694, 10.1016/0022-1694(70)90255-6, and ".".
    • (1970) J. Hydrol. (Amsterdam) , vol.10 , Issue.3 , pp. 282-290
    • Nash, J.E.1    Sutcliffe, J.V.2
  • 23
    • 0022170488 scopus 로고
    • A direct three-parameter Muskingum procedure incorporating lateral inflow
    • HSJODN, 0262-6667, 10.1080/02626668509491013, "." .
    • O'Donnell T. direct three-parameter Muskingum procedure incorporating lateral inflow. Hydrol. Sci. J. 1985, 30(4):479-496. HSJODN, 0262-6667, 10.1080/02626668509491013, ".".
    • (1985) Hydrol. Sci. J. , vol.30 , Issue.4 , pp. 479-496
    • O'Donnell, T.1
  • 24
    • 79958728607 scopus 로고    scopus 로고
    • Real-time flood forecasting using Muskingum stage-hydrograph routing method
    • S. K. Jain, V. P. Singh, V. Kumar, R. Kumar, R. D. Singh, K. D. Sharma, and (b). "." and , eds, Allied Publishers, New Delhi, India.
    • Perumal M. Moramarco T. Barbetta S. Melone F. Sahoo B. Real-time flood forecasting using Muskingum stage-hydrograph routing method. Water, Environment, Energy and Society, Proc. of WEES-2009 2009, 2:735-741. S. K. Jain, V. P. Singh, V. Kumar, R. Kumar, R. D. Singh, K. D. Sharma, and (b). "." and eds, Allied Publishers, New Delhi, India.
    • (2009) Water, Environment, Energy and Society, Proc. of WEES-2009 , vol.2 , pp. 735-741
    • Perumal, M.1    Moramarco, T.2    Barbetta, S.3    Melone, F.4    Sahoo, B.5
  • 25
    • 33947666217 scopus 로고    scopus 로고
    • A methodology for discharge estimation and rating curve development at ungauged river sites
    • WRERAQ, 0043-1397, 10.1029/2005WR004609
    • Perumal M. Moramarco T. Sahoo B. Barbetta S. methodology for discharge estimation and rating curve development at ungauged river sites. Water Resour. Res. 2007, 43:W02412. WRERAQ, 0043-1397, 10.1029/2005WR004609, and ".".
    • (2007) Water Resour. Res. , vol.43
    • Perumal, M.1    Moramarco, T.2    Sahoo, B.3    Barbetta, S.4
  • 26
    • 79952595508 scopus 로고    scopus 로고
    • On the practical applicability of the VPMS routing method for rating curve development at ungauged river sites
    • WRERAQ, 0043-1397, 10.1029/2009WR008103
    • Perumal M. Moramarco T. Sahoo B. Barbetta S. On the practical applicability of the VPMS routing method for rating curve development at ungauged river sites. Water Resour. Res. 2010, 46:W03522. WRERAQ, 0043-1397, 10.1029/2009WR008103, and ".".
    • (2010) Water Resour. Res. , vol.46
    • Perumal, M.1    Moramarco, T.2    Sahoo, B.3    Barbetta, S.4
  • 27
    • 67649103776 scopus 로고    scopus 로고
    • Multilinear Muskingum method for stage-hydrograph routing in compound channels
    • JHYEFF, 1084-0699, 10.1061/(ASCE)HE.1943-5584.0000029, and (a). "." .
    • Perumal M. Sahoo B. Moramarco T. Barbetta S. Multilinear Muskingum method for stage-hydrograph routing in compound channels. J. Hydrol. Eng. 2009, 14(7):663-670. JHYEFF, 1084-0699, 10.1061/(ASCE)HE.1943-5584.0000029, and (a). ".".
    • (2009) J. Hydrol. Eng. , vol.14 , Issue.7 , pp. 663-670
    • Perumal, M.1    Sahoo, B.2    Moramarco, T.3    Barbetta, S.4
  • 28
    • 0017944710 scopus 로고
    • Applicability of kinematic and diffusion models
    • JYCEAJ, 0044-796X
    • Ponce V.M. Li R.M. Simons D.B. Applicability of kinematic and diffusion models. J. Hydraul. Div. 1978, 104(3):353-360. JYCEAJ, 0044-796X, and ".".
    • (1978) J. Hydraul. Div. , vol.104 , Issue.3 , pp. 353-360
    • Ponce, V.M.1    Li, R.M.2    Simons, D.B.3
  • 29
    • 62949120021 scopus 로고    scopus 로고
    • An optimized routing model for flood forecasting
    • WRERAQ, 0043-1397, 10.1029/2008WR007103, "." .
    • Price R.K. An optimized routing model for flood forecasting. Water Resour. Res. 2009, 45:W02426. WRERAQ, 0043-1397, 10.1029/2008WR007103, ".".
    • (2009) Water Resour. Res. , vol.45
    • Price, R.K.1
  • 30
    • 0004067971 scopus 로고
    • A review of British flood forecasting practise
    • "." Tech. Rep. No. 90, Institute of Hydrology, Wallingford, UK.
    • Reed D.W. review of British flood forecasting practise. 1984, "." Tech. Rep. No. 90, Institute of Hydrology, Wallingford, UK.
    • (1984)
    • Reed, D.W.1
  • 31
    • 47049100818 scopus 로고    scopus 로고
    • A data based mechanistic approach to nonlinear flood routing and adaptive flood level forecasting
    • AWREDI, 0309-1708, 10.1016/j.advwatres.2008.04.015
    • Romanowicz R.J. Young P.C. Beven K.J. Pappenberger F. data based mechanistic approach to nonlinear flood routing and adaptive flood level forecasting. Adv. Water Resour. 2008, 31(8):1048-1056. AWREDI, 0309-1708, 10.1016/j.advwatres.2008.04.015, and ".".
    • (2008) Adv. Water Resour. , vol.31 , Issue.8 , pp. 1048-1056
    • Romanowicz, R.J.1    Young, P.C.2    Beven, K.J.3    Pappenberger, F.4
  • 33
    • 35348963505 scopus 로고    scopus 로고
    • A mass conservative and water storage consistent variable parameter Muskingum-Cunge approach
    • HESSCF, 1027-5606, 10.5194/hess-11-1645-2007, "." .
    • Todini E. mass conservative and water storage consistent variable parameter Muskingum-Cunge approach. Hydrol. Earth Syst. Sci. 2007, 11(5):1645-1659. HESSCF, 1027-5606, 10.5194/hess-11-1645-2007, ".".
    • (2007) Hydrol. Earth Syst. Sci. , vol.11 , Issue.5 , pp. 1645-1659
    • Todini, E.1
  • 34
    • 77954980040 scopus 로고    scopus 로고
    • Predictive uncertainty assessment in real time flood forecasting
    • P. C. Baveye, J. Mysiak, M. Laba, "." Chapter 4, and , eds., Springer, Dordrecht, Netherlands.
    • Todini E. Predictive uncertainty assessment in real time flood forecasting. Uncertainties in environmental modelling and consequences for policy making 2009, 205-228. P. C. Baveye, J. Mysiak, M. Laba, "." Chapter 4, and eds., Springer, Dordrecht, Netherlands.
    • (2009) Uncertainties in environmental modelling and consequences for policy making , pp. 205-228
    • Todini, E.1
  • 35
    • 0013364804 scopus 로고    scopus 로고
    • HEC-RAS river analysis system hydraulic reference manual, Version 3.1
    • U.S. Army Corps of Engineering (USACE), "." USACE-HEC, 609, Davis, CA.
    • HEC-RAS river analysis system hydraulic reference manual, Version 3.1. 2002, U.S. Army Corps of Engineering (USACE), "." USACE-HEC, 609, Davis, CA.
    • (2002)
  • 36
    • 0031208865 scopus 로고    scopus 로고
    • Relation between mean and maximum velocities in a natural channel
    • JHYEFF, 1084-0699, 10.1061/(ASCE)0733-9429(1997)123:8(720), "." .
    • Xia R. Relation between mean and maximum velocities in natural channel. J. Hydrol. Eng. 1997, 123(8):720-723. JHYEFF, 1084-0699, 10.1061/(ASCE)0733-9429(1997)123:8(720), ".".
    • (1997) J. Hydrol. Eng. , vol.123 , Issue.8 , pp. 720-723
    • Xia, R.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.