Case Study: Improving Real-Time Stage Forecasting Muskingum Model by Incorporating the Rating Curve ModelSource: Journal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 006Author:Silvia Barbetta
,
Tommaso Moramarco
,
Marco Franchini
,
Florisa Melone
,
Luca Brocca
,
Vijay P. Singh
DOI: 10.1061/(ASCE)HE.1943-5584.0000345Publisher: American Society of Civil Engineers
Abstract: Analysis of forecasts obtained by a forecasting model called STAFOM, a Muskingum-type model for real-time application, shows that the model provides accurate forecast stage estimates for most of the selected case studies and flood events in the Upper-Middle Tiber River basin in central Italy. However, three main issues affected STAFOM: (1) its kinematic nature, (2) the lateral inflows representation, and (3) the occurrence of sudden fluctuations in water levels observed at the ends of the equipped river reach. Therefore, this simple stage forecasting model is hereby improved by incorporating a methodology relating local stage and remote discharge along river channels. This latter procedure, based on the rating curve model (RCM), is capable of reconstructing a discharge hydrograph at a river site where only the stage is monitored, while the discharge is recorded at another section located far away and for which a significant lateral inflow contribution is expected. Application of the new model, named STAFOM-RCM, to several flood events that occurred along four equipped river reaches of the Upper-Middle Tiber River basin, shows that it improves the stage forecast accuracy both in peak and stage hydrograph primarily for long river reaches, thus allowing consideration of a longer forecast lead time; and hence, avoiding the use of the old two-connecting river branch scheme that amplified the fluctuations in observed water levels.
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| contributor author | Silvia Barbetta | |
| contributor author | Tommaso Moramarco | |
| contributor author | Marco Franchini | |
| contributor author | Florisa Melone | |
| contributor author | Luca Brocca | |
| contributor author | Vijay P. Singh | |
| date accessioned | 2017-05-08T21:48:55Z | |
| date available | 2017-05-08T21:48:55Z | |
| date copyright | June 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29he%2E1943-5584%2E0000366.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/63220 | |
| description abstract | Analysis of forecasts obtained by a forecasting model called STAFOM, a Muskingum-type model for real-time application, shows that the model provides accurate forecast stage estimates for most of the selected case studies and flood events in the Upper-Middle Tiber River basin in central Italy. However, three main issues affected STAFOM: (1) its kinematic nature, (2) the lateral inflows representation, and (3) the occurrence of sudden fluctuations in water levels observed at the ends of the equipped river reach. Therefore, this simple stage forecasting model is hereby improved by incorporating a methodology relating local stage and remote discharge along river channels. This latter procedure, based on the rating curve model (RCM), is capable of reconstructing a discharge hydrograph at a river site where only the stage is monitored, while the discharge is recorded at another section located far away and for which a significant lateral inflow contribution is expected. Application of the new model, named STAFOM-RCM, to several flood events that occurred along four equipped river reaches of the Upper-Middle Tiber River basin, shows that it improves the stage forecast accuracy both in peak and stage hydrograph primarily for long river reaches, thus allowing consideration of a longer forecast lead time; and hence, avoiding the use of the old two-connecting river branch scheme that amplified the fluctuations in observed water levels. | |
| publisher | American Society of Civil Engineers | |
| title | Case Study: Improving Real-Time Stage Forecasting Muskingum Model by Incorporating the Rating Curve Model | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 6 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)HE.1943-5584.0000345 | |
| tree | Journal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 006 | |
| contenttype | Fulltext |