Case Study: Improving Real-Time Stage Forecasting Muskingum Model by Incorporating the Rating Curve Model
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Marco Franchini | Luca Brocca | Vijay P. Singh | Tommaso Moramarco | Florisa Melone | Silvia Barbetta | V. Singh | M. Franchini | L. Brocca | F. Melone | T. Moramarco | S. Barbetta
[1] P. Kitanidis,et al. Real‐time forecasting with a conceptual hydrologic model: 2. Applications and results , 1980 .
[2] Chao-Lin Chiu. Application of Entropy Concept in Open‐Channel Flow Study , 1991 .
[3] Thomas N. Keefer,et al. Multiple Linearization Flow Routing Model , 1974 .
[4] Roland K. Price,et al. An optimized routing model for flood forecasting , 2009 .
[5] Marco Franchini,et al. Rating curve estimation using local stages, upstream discharge data and a simplified hydraulic model , 1999 .
[6] Marco Franchini,et al. A flood routing Muskingum type simulation and forecasting model based on level data alone , 1994 .
[7] Vijay P. Singh,et al. Accuracy of kinematic wave and diffusion wave for spatial‐varying rainfall excess over a plane , 2002 .
[8] Paolo Lamberti,et al. Flood propagation models for real-time forecasting , 1996 .
[9] Luca Brocca,et al. On the Lateral Inflows Assessment Within a Real-Time Stage Monitoring Addressed to Flood Forecasting , 2008 .
[10] J. Nash,et al. River flow forecasting through conceptual models part I — A discussion of principles☆ , 1970 .
[11] V. Singh,et al. Relating Local Stage and Remote Discharge with Significant Lateral Inflow , 2005 .
[12] Vijay P. Singh,et al. A real-time stage Muskingum forecasting model for a site without rating curve , 2006 .
[13] Gary W. Brunner,et al. HEC-RAS River Analysis System. Hydraulic Reference Manual. Version 1.0. , 1995 .
[14] T. Moramarco,et al. On the practical applicability of the VPMS routing method for rating curve development at ungauged river sites , 2010 .
[15] Vijay P. Singh,et al. SIMPLE METHOD FOR RELATING LOCAL STAGE AND REMOTE DISCHARGE , 2001 .
[16] Ezio Todini,et al. Predictive uncertainty assessment in real time flood forecasting , 2009 .
[17] T. O'donnell. A direct three-parameter Muskingum procedure incorporating lateral inflow / Methode directe de Muskingum a trois parametres avec prise en compte des apports lateraux , 1985 .
[18] D. B. Simons,et al. Applicability of kinematic and diffusion models. , 1978 .
[19] D. W. Reed. A review of British flood forecasting practice , 1984 .
[20] T. Moramarco,et al. A methodology for discharge estimation and rating curve development at ungauged river sites , 2007 .
[21] Philippe C. Baveye,et al. Uncertainties in environmental modelling and consequences for policy making , 2009 .
[22] J.H.Daluz Vieira. Conditions governing the use of approximations for the Saint-Vénant equations for shallow surface water flow , 1983 .
[23] R. Moussa,et al. Criteria for the choice of flood-routing methods in natural channels , 1996 .
[24] Peter C. Young,et al. A data based mechanistic approach to nonlinear flood routing and adaptive flood level forecasting , 2008 .
[25] Renjie Xia,et al. Relation between Mean and Maximum Velocities in a Natural River , 1997 .
[26] Chao-Lin Chiu,et al. Maximum Velocity and Regularities in Open-Channel Flow , 2002 .
[27] Vijay P. Singh,et al. Estimation of Mean Velocity in Natural Channels Based on Chiu's Velocity Distribution Equation , 2004 .
[28] Tommaso Moramarco,et al. Multilinear Muskingum Method for Stage-Hydrograph Routing in Compound Channels , 2009 .
[29] Ezio Todini,et al. A mass conservative and water storage consistent variable parameter Muskingum-Cunge approach , 2007 .
[30] Vijay P. Singh,et al. Accuracy of Kinematic Wave and Diffusion Wave Approximations for Flood Routing. I: Steady Analysis , 2008 .
[31] Drainage Division,et al. Criteria for Evaluation of Watershed Models , 1993 .