Distributed rainfall-runoff modelling for flood frequency estimation and flood forecasting

被引:116
作者
Brocca, L. [1 ]
Melone, F. [1 ]
Moramarco, T. [1 ]
机构
[1] CNR, Res Inst Geohydrol Protect, I-06128 Perugia, Italy
关键词
rainfall-runoff model; flood frequency; flood forecasting; experimental monitoring; ANTECEDENT WETNESS CONDITIONS; HESS-OPINIONS; UNGAUGED BASINS; UNIT-HYDROGRAPH; CLASSIFICATION; DISCHARGE; EVENT;
D O I
10.1002/hyp.8042
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Nowadays, in the scientific literature many rainfall-runoff (RR) models are available ranging from simpler ones, with a limited number of parameters, to highly complex ones, with many parameters. Therefore, the selection of the best structure and parameterisation for a model is not straightforward as it is dependent on a number of factors: climatic conditions, catchment characteristics, temporal and spatial resolution, model objectives, etc. In this study, the structure of a continuous semi-distributed RR model, named MISDc ('Modello Idrologico Semi-Distribuito in continuo') developed for flood simulation in the Upper Tiber River (central Italy) is presented. Most notably, the methodology employed to detect the more relevant processes involved in the modelling of high floods, and hence, to build the model structure and its parameters, is developed. For this purpose, an intense activity of monitoring soil moisture and runoff in experimental catchments was carried out allowing to derive a parsimonious and reliable continuous RR model operating at an hourly (or smaller) time scale. Specifically, in order to determine the catchment hydrological response, the important role of the antecedent wetness conditions is emphasized. The application of MISDc both for design flood estimation and for flood forecasting is reported here demonstrating its reliability and also its computational efficiency, another important factor in hydrological practice. As far as the flood forecasting applications are concerned, only the accuracy of the model in reproducing discharge hydrographs by assuming rainfall correctly known throughout the event is investigated indepth. In particular, the MISDc has been implemented in the framework of Civil Protection activities for the Upper Tiber River basin. Copyright (C) 2011 John Wiley & Sons, Ltd.
引用
收藏
页码:2801 / 2813
页数:13
相关论文
共 61 条
[51]   HESS Opinions "The art of hydrology" [J].
Savenije, H. H. G. .
HYDROLOGY AND EARTH SYSTEM SCIENCES, 2009, 13 (02) :157-161
[52]   A simple model to predict soil moisture: Bridging Event and Continuous Hydrological (BEACH) modelling [J].
Sheikh, Vahedberdi ;
Visser, Saskia ;
Stroosnijder, Leo .
ENVIRONMENTAL MODELLING & SOFTWARE, 2009, 24 (04) :542-556
[53]   Research on the SCS-CN initial abstraction ratio using rainfall-runoff event analysis in the Three Gorges Area, China [J].
Shi, Zhi-Hua ;
Chen, Li-Ding ;
Fang, Nu-Fang ;
Qin, De-Fu ;
Cai, Chong-Fa .
CATENA, 2009, 77 (01) :1-7
[54]   Mathematical modeling of watershed hydrology [J].
Singh, VP ;
Woolhiser, DA .
JOURNAL OF HYDROLOGIC ENGINEERING, 2002, 7 (04) :270-292
[55]   The more things change, the more they stay the same: the state of hydrologic modelling [J].
Sivakumar, Bellie .
HYDROLOGICAL PROCESSES, 2008, 22 (21) :4333-4337
[56]  
Sivapalan M., 2006, ENCY HYDROLOGICAL SC, DOI [10.1002/0470848944.hsa012., DOI 10.1002/0470848944.HSA012, 10.1002/0470848944.hsa012]
[57]   AN APPROACH TOWARD A RATIONAL CLASSIFICATION OF CLIMATE [J].
Thornthwaite, C. W. .
GEOGRAPHICAL REVIEW, 1948, 38 (01) :55-94
[58]  
Todini E., 2009, P WEES 2009, P512
[59]   UNIT-HYDROGRAPH APPROXIMATIONS ASSUMING LINEAR FLOW THROUGH TOPOLOGICALLY RANDOM CHANNEL NETWORKS [J].
TROUTMAN, BM ;
KARLINGER, MR .
WATER RESOURCES RESEARCH, 1985, 21 (05) :743-754
[60]   Continuous simulation for flood estimation in ungauged mesoscale catchments of Switzerland - Part II: Parameter regionalisation and flood estimation results [J].
Viviroli, Daniel ;
Mittelbach, Heidi ;
Gurtz, Joachim ;
Weingartner, Rolf .
JOURNAL OF HYDROLOGY, 2009, 377 (1-2) :208-225