Infiltration and Runoff Hydrograph Simulation

Author(s):  
Surendra Kumar Mishra ◽  
Vijay P. Singh
Keyword(s):  
2015 ◽  
Vol 29 (8) ◽  
pp. 2485-2501 ◽  
Author(s):  
Fares Laouacheria ◽  
Rachid Mansouri

2014 ◽  
Vol 16 (1) ◽  
pp. 188-203 ◽  

<div> <h1 style="text-align: justify;"><span style="font-size:11px;"><span style="font-family:arial,helvetica,sans-serif;">In this paper, the application of a continuous rainfall-runoff model to the basin of Kosynthos River (district of Xanthi, Thrace, northeastern Greece), as well as the comparison of the computational runoff results with field discharge measurements are presented. The rainfall losses are estimated by the widely known Soil Conservation Service-Curve Number model, while the transformation of rainfall excess into direct runoff hydrograph is made by using the dimensionless unit hydrograph of Soil Conservation Service. The baseflow is computed by applying an exponential recession model. The routing of the total runoff hydrograph from the outlet of a sub-basin to the outlet of the whole basin is achieved by the Muskingum-Cunge model. The application of this complex hydrologic model was elaborated with the HEC-HMS 3.5 Hydrologic Modeling System of the U.S. Army Corps of Engineers. The results of the comparison between computed and measured discharge values are very satisfactory.</span></span></h1> </div> <p>&nbsp;</p>


Water ◽  
2019 ◽  
Vol 11 (3) ◽  
pp. 611 ◽  
Author(s):  
Sharif Hossain ◽  
Guna Alankarage Hewa ◽  
Subhashini Wella-Hewage

This study investigates the comparative performance of event-based and continuous simulation modelling of a stormwater management model (EPA-SWMM) in calculating total runoff hydrographs and direct runoff hydrographs. Myponga upstream and Scott Creek catchments in South Australia were selected as the case study catchments and model performance was assessed using a total of 36 streamflow events from the period of 2001 to 2004. Goodness-of-fit of the EPA-SWMM models developed using automatic calibration were assessed using eight goodness-of-fit measures including Nash–Sutcliff efficiency (NSE), NSE of daily high flows (ANSE), Kling–Gupta efficiency (KGE), etc. The results of this study suggest that event-based modelling of EPA-SWMM outperforms the continuous simulation approach in producing both total runoff hydrograph (TRH) and direct runoff hydrograph (DRH).


2014 ◽  
Vol 134 ◽  
pp. 63-69 ◽  
Author(s):  
Noraliani Alias ◽  
An Liu ◽  
Prasanna Egodawatta ◽  
Ashantha Goonetilleke

2003 ◽  
Vol 276 (1-4) ◽  
pp. 89-111 ◽  
Author(s):  
Latif Kalin ◽  
Rao S. Govindaraju ◽  
Mohamed M. Hantush

2011 ◽  
Vol 36 (9) ◽  
pp. 630-637
Author(s):  
L. S. Kuchment ◽  
A. N. Gel’fan ◽  
V. N. Demidov ◽  
P. Yu. Romanov

Author(s):  
Mojca Šraj ◽  
Luka Dirnbek ◽  
Mitja Brilly

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