Skip to main content
Erschienen in: Water Resources Management 11/2014

01.09.2014

Rating Curve Development at Ungauged River Sites using Variable Parameter Muskingum Discharge Routing Method

verfasst von: Bhabagrahi Sahoo, Muthiah Perumal, Tommaso Moramarco, Silvia Barbetta

Erschienen in: Water Resources Management | Ausgabe 11/2014

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

A physically based simplified discharge routing method, namely, the variable parameter Muskingum discharge-hydrograph (VPMD) routing method, having the capability of estimating the stage hydrographs simultaneously in channels with floodplains is presented herein. The upstream discharge hydrograph is routed using this VPMD method in different two-stage symmetrical trapezoidal compound cross section channel reaches. The performance of the VPMD method is evaluated by numerical experiments using the benchmark MIKE11 hydrodynamic model and the field data of the Tiber River in central Italy. The proposed method is capable of accurately routing the discharge hydrographs, corresponding stage hydrographs and synthesizing the normal rating curves at any downstream ungauged river site which is not affected by any downstream effects. This study can be helpful for various planning and management of river water resources in both the diagnostic and prognostic modes.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Literatur
Zurück zum Zitat Ackers P (1993) Stage-discharge functions for two-stage channels: the impact of new research. J Inst Water Environ Manag 7(1):52–61CrossRef Ackers P (1993) Stage-discharge functions for two-stage channels: the impact of new research. J Inst Water Environ Manag 7(1):52–61CrossRef
Zurück zum Zitat ASCE (1993) Task committee on definition of criteria for evaluation of watershed models of the watershed management committee, irrigation and drainage division criteria for evaluation of watershed models. J Irrig Drain Eng ASCE 119(3):429–442CrossRef ASCE (1993) Task committee on definition of criteria for evaluation of watershed models of the watershed management committee, irrigation and drainage division criteria for evaluation of watershed models. J Irrig Drain Eng ASCE 119(3):429–442CrossRef
Zurück zum Zitat Birkhead AL, James CS (1998) Synthesis of rating curves from local stages and remote discharge monitoring using nonlinear Muskingum routing. J Hydrol 205(1–2):52–65CrossRef Birkhead AL, James CS (1998) Synthesis of rating curves from local stages and remote discharge monitoring using nonlinear Muskingum routing. J Hydrol 205(1–2):52–65CrossRef
Zurück zum Zitat Danish Hydraulic Institute (DHI) (2003) User’s manual and technical references for MIKE 11 (version 2003b). Hørsholm, Denmark Danish Hydraulic Institute (DHI) (2003) User’s manual and technical references for MIKE 11 (version 2003b). Hørsholm, Denmark
Zurück zum Zitat Ferrick MG (1985) Analysis of river wave types. Water Resour Res 21(2):209–220CrossRef Ferrick MG (1985) Analysis of river wave types. Water Resour Res 21(2):209–220CrossRef
Zurück zum Zitat Franchini M, Lamberti P, Giammarco PD (1999) Rating curve estimation using local stages, upstream discharge data and a simplified hydraulic model. Hydrol Earth Syst Sci 3(4):541–548CrossRef Franchini M, Lamberti P, Giammarco PD (1999) Rating curve estimation using local stages, upstream discharge data and a simplified hydraulic model. Hydrol Earth Syst Sci 3(4):541–548CrossRef
Zurück zum Zitat Fread, DL (1990) DAMBRK: The NWS Dam-Break Flood Forecasting Model. report, National Weather Service, Office of Hydrology, Silver Spring, Marryland, USA Fread, DL (1990) DAMBRK: The NWS Dam-Break Flood Forecasting Model. report, National Weather Service, Office of Hydrology, Silver Spring, Marryland, USA
Zurück zum Zitat Garbrecht J, Brunner G (1991) Hydrologic channel-flow routing for compound sections. J Hydraul Eng ASCE 117(5):629–642CrossRef Garbrecht J, Brunner G (1991) Hydrologic channel-flow routing for compound sections. J Hydraul Eng ASCE 117(5):629–642CrossRef
Zurück zum Zitat Heatherman WJ (2004) Muskingum–Cunge revisited. World Water and Environmental Resources Congress 2004, ASCE, Edited by G Sehlke, DF Hayes, DK Stevens (June 2– July 1, 2004), Salt Lake City, Utah, USA Heatherman WJ (2004) Muskingum–Cunge revisited. World Water and Environmental Resources Congress 2004, ASCE, Edited by G Sehlke, DF Hayes, DK Stevens (June 2– July 1, 2004), Salt Lake City, Utah, USA
Zurück zum Zitat Henderson FM (1966) Open channel flow. MacMillan and Co., New York Henderson FM (1966) Open channel flow. MacMillan and Co., New York
Zurück zum Zitat McCarthy GT (1938) The unit hydrograph and flood routing. Conf. North Atlantic Div, U.S. Army Corps of Engineers, New London, Conn McCarthy GT (1938) The unit hydrograph and flood routing. Conf. North Atlantic Div, U.S. Army Corps of Engineers, New London, Conn
Zurück zum Zitat Moramarco T, Singh VP (2001) Simple method for relating local stage and remote discharge. J Hydrol Eng ASCE 6(1):78–81CrossRef Moramarco T, Singh VP (2001) Simple method for relating local stage and remote discharge. J Hydrol Eng ASCE 6(1):78–81CrossRef
Zurück zum Zitat Nash JE, Sutcliffe JV (1970) River flow forecasting through conceptual models, Part-1: a discussion of principles. J Hydrol 10(3):282–290CrossRef Nash JE, Sutcliffe JV (1970) River flow forecasting through conceptual models, Part-1: a discussion of principles. J Hydrol 10(3):282–290CrossRef
Zurück zum Zitat Natural Environment Research Council (NERC) (1975) Flood routing studies report, Vol. III. Institute of Hydrology, Wallingford Natural Environment Research Council (NERC) (1975) Flood routing studies report, Vol. III. Institute of Hydrology, Wallingford
Zurück zum Zitat O’Sullivan JJ, Ahilan S, Bruen M (2012) A modified Muskingum routing approach for floodplain flows: theory and practice. J Hydrol 470–471:239–254CrossRef O’Sullivan JJ, Ahilan S, Bruen M (2012) A modified Muskingum routing approach for floodplain flows: theory and practice. J Hydrol 470–471:239–254CrossRef
Zurück zum Zitat Perumal M (1992) The cause of negative initial outflow with the Muskingum method. Hydrol Sci J 37(4):391–401CrossRef Perumal M (1992) The cause of negative initial outflow with the Muskingum method. Hydrol Sci J 37(4):391–401CrossRef
Zurück zum Zitat Perumal M (1994a) Hydrodynamic derivation of a variable parameter Muskingum method: 1 Theory and solution procedure. Hydrol Sci J 39(5):431–442CrossRef Perumal M (1994a) Hydrodynamic derivation of a variable parameter Muskingum method: 1 Theory and solution procedure. Hydrol Sci J 39(5):431–442CrossRef
Zurück zum Zitat Perumal M (1994b) Hydrodynamic derivation of a variable parameter Muskingum method: 2. verification. Hydrol Sci J 39(5):443–458CrossRef Perumal M (1994b) Hydrodynamic derivation of a variable parameter Muskingum method: 2. verification. Hydrol Sci J 39(5):443–458CrossRef
Zurück zum Zitat Perumal M, Ranga Raju KG (1998a) Variable parameter stage-hydrograph routing method: II. Evaluation. J Hydrol Eng ASCE 3(2):115–121CrossRef Perumal M, Ranga Raju KG (1998a) Variable parameter stage-hydrograph routing method: II. Evaluation. J Hydrol Eng ASCE 3(2):115–121CrossRef
Zurück zum Zitat Perumal M, Ranga Raju KG (1998b) Variable parameter stage-hydrograph routing method: I. Theory. J Hydrol Eng ASCE 3(2):109–114CrossRef Perumal M, Ranga Raju KG (1998b) Variable parameter stage-hydrograph routing method: I. Theory. J Hydrol Eng ASCE 3(2):109–114CrossRef
Zurück zum Zitat Perumal M, Ranga Raju KG (1999) Approximate convection diffusion equations. J Hydrol Eng ASCE 4(2):161–164CrossRef Perumal M, Ranga Raju KG (1999) Approximate convection diffusion equations. J Hydrol Eng ASCE 4(2):161–164CrossRef
Zurück zum Zitat Perumal M, Sahoo B (2007) Applicability criteria of the variable parameter Muskingum stage and discharge routing methods. Water Resour Res W05409 43(5):1–20. doi:10.1029/2006WR004909 Perumal M, Sahoo B (2007) Applicability criteria of the variable parameter Muskingum stage and discharge routing methods. Water Resour Res W05409 43(5):1–20. doi:10.​1029/​2006WR004909
Zurück zum Zitat Perumal M, O’Connell PE, Ranga Raju KG (2001) Field applications of a variable parameter Muskingum method. J Hydrol Eng ASCE 6(3):196–207CrossRef Perumal M, O’Connell PE, Ranga Raju KG (2001) Field applications of a variable parameter Muskingum method. J Hydrol Eng ASCE 6(3):196–207CrossRef
Zurück zum Zitat Perumal M, Moramarco T, Sahoo B, Barbetta S (2007) A methodology for discharge estimation and rating curve development at ungauged river sites. Water Resour Res W02412 43(2):1–22. doi:10.1029/2005WR004609 Perumal M, Moramarco T, Sahoo B, Barbetta S (2007) A methodology for discharge estimation and rating curve development at ungauged river sites. Water Resour Res W02412 43(2):1–22. doi:10.​1029/​2005WR004609
Zurück zum Zitat Perumal M, Moramarco T, Sahoo B, Barbetta S (2010) On the practical applicability of the VPMS routing method for rating curve development at ungauged river sites. Water Resour Res 46(3):1–9. doi:10.1029/2009WR008103, W03522 Perumal M, Moramarco T, Sahoo B, Barbetta S (2010) On the practical applicability of the VPMS routing method for rating curve development at ungauged river sites. Water Resour Res 46(3):1–9. doi:10.​1029/​2009WR008103, W03522
Zurück zum Zitat Price RK (1973) Flood routing methods for British rivers. Proc Inst Civ Engrs 55(12):913–930CrossRef Price RK (1973) Flood routing methods for British rivers. Proc Inst Civ Engrs 55(12):913–930CrossRef
Zurück zum Zitat Price RK (1985) Flood routing. In: Novak P (ed) Developments in Hydraulic Engineering. chap. 4. Elsevier, New York, pp 129–173 Price RK (1985) Flood routing. In: Novak P (ed) Developments in Hydraulic Engineering. chap. 4. Elsevier, New York, pp 129–173
Zurück zum Zitat Price RK (2009) Volume conservative non-linear flood routing. J Hydraul Eng ASCE 135(10):838–845CrossRef Price RK (2009) Volume conservative non-linear flood routing. J Hydraul Eng ASCE 135(10):838–845CrossRef
Zurück zum Zitat Sahoo B (2007) Variable parameter flood routing methods for hydrological analyses of ungauged basins. Ph.D. Thesis. Department of Hydrology, Indian Institute of Technology Roorkee, Roorkee, India Sahoo B (2007) Variable parameter flood routing methods for hydrological analyses of ungauged basins. Ph.D. Thesis. Department of Hydrology, Indian Institute of Technology Roorkee, Roorkee, India
Zurück zum Zitat Tang X, Knight DW, Samuels P (1999) Variable parameter Muskingum-Cunge method for flood routing in a compound channel. J Hydraul Res IAHR 37(5):591–614CrossRef Tang X, Knight DW, Samuels P (1999) Variable parameter Muskingum-Cunge method for flood routing in a compound channel. J Hydraul Res IAHR 37(5):591–614CrossRef
Zurück zum Zitat Todini E (2007) A mass conservative and water storage consistent variable parameter Muskingum-Cunge approach. Hydrol Earth Syst Sci 11:1645–1659CrossRef Todini E (2007) A mass conservative and water storage consistent variable parameter Muskingum-Cunge approach. Hydrol Earth Syst Sci 11:1645–1659CrossRef
Zurück zum Zitat US Army Corps of Engineers (2006a) HEC-RAS river analysis system user’s manual (version 4.0 beta). Rep. CPD-68, Hydrol Eng Cent, Davis, Calif US Army Corps of Engineers (2006a) HEC-RAS river analysis system user’s manual (version 4.0 beta). Rep. CPD-68, Hydrol Eng Cent, Davis, Calif
Zurück zum Zitat US Army Corps of Engineers (2006b) Hydrologic modeling system HEC-HMS user’s manual (version 3.1.0). Rep. CPD-74A, Hydrol Eng Cent., Davis, Calif US Army Corps of Engineers (2006b) Hydrologic modeling system HEC-HMS user’s manual (version 3.1.0). Rep. CPD-74A, Hydrol Eng Cent., Davis, Calif
Zurück zum Zitat Weinmann PE (1977) Comparison of flood routing methods for natural rivers. Report No. 2/1977, Department of Civil Engineering, Monash University, Victoria, Australia Weinmann PE (1977) Comparison of flood routing methods for natural rivers. Report No. 2/1977, Department of Civil Engineering, Monash University, Victoria, Australia
Zurück zum Zitat Weinmann PE, Laurenson EM (1979) Approximate flood routing methods: a review. J Hydraul Div ASCE 105(12):1521–1526 Weinmann PE, Laurenson EM (1979) Approximate flood routing methods: a review. J Hydraul Div ASCE 105(12):1521–1526
Metadaten
Titel
Rating Curve Development at Ungauged River Sites using Variable Parameter Muskingum Discharge Routing Method
verfasst von
Bhabagrahi Sahoo
Muthiah Perumal
Tommaso Moramarco
Silvia Barbetta
Publikationsdatum
01.09.2014
Verlag
Springer Netherlands
Erschienen in
Water Resources Management / Ausgabe 11/2014
Print ISSN: 0920-4741
Elektronische ISSN: 1573-1650
DOI
https://doi.org/10.1007/s11269-014-0709-9

Weitere Artikel der Ausgabe 11/2014

Water Resources Management 11/2014 Zur Ausgabe