Rainfall runoff simulation using MIKE11 NAM

Rainfall runoff estimation from a watershed is of vital importance as these values are required in most hydrologic analysis for the purpose of water resources planning. This study deals with Layang River rainfall runoff estimation using MIKE 11 NAM model. The calibration and validation procedures we...

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Main Authors: Shamsudin, Supiah, Hashim, Normala
Format: Article
Language:en
Published: Faculty of Cvil Engineering 2002
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Online Access:http://eprints.utm.my/7042/1/SupiahShamsudin2002_RainfallRunoffSimulationUsing.pdf
http://eprints.utm.my/7042/
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author Shamsudin, Supiah
Hashim, Normala
author_facet Shamsudin, Supiah
Hashim, Normala
author_sort Shamsudin, Supiah
building UTM Library
collection Institutional Repository
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
continent Asia
country Malaysia
description Rainfall runoff estimation from a watershed is of vital importance as these values are required in most hydrologic analysis for the purpose of water resources planning. This study deals with Layang River rainfall runoff estimation using MIKE 11 NAM model. The calibration and validation procedures were carried out to provide a satisfactory estimation. The runoff discharges were simulated for a 12-year period (1988-2000). The simulated peak flow occurred in 1992 and 1995 with approximate values of 20.94 m3/s and 18.93 m3/s respectively. The optimum values of the model parameters obtained during the calibration procedure were presented. The reliability of MIKE11 NAM was evaluated based on the Efficiency Index (EI) and Root Mean Square Error (RMSE). The EI and RMSE obtained during this study are 0.75 and 0.08 respectively
format Article
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institution Universiti Teknologi Malaysia
language en
publishDate 2002
publisher Faculty of Cvil Engineering
record_format eprints
spelling my.utm.eprints-70422012-08-14T04:52:16Z http://eprints.utm.my/7042/ Rainfall runoff simulation using MIKE11 NAM Shamsudin, Supiah Hashim, Normala TA Engineering (General). Civil engineering (General) Rainfall runoff estimation from a watershed is of vital importance as these values are required in most hydrologic analysis for the purpose of water resources planning. This study deals with Layang River rainfall runoff estimation using MIKE 11 NAM model. The calibration and validation procedures were carried out to provide a satisfactory estimation. The runoff discharges were simulated for a 12-year period (1988-2000). The simulated peak flow occurred in 1992 and 1995 with approximate values of 20.94 m3/s and 18.93 m3/s respectively. The optimum values of the model parameters obtained during the calibration procedure were presented. The reliability of MIKE11 NAM was evaluated based on the Efficiency Index (EI) and Root Mean Square Error (RMSE). The EI and RMSE obtained during this study are 0.75 and 0.08 respectively Faculty of Cvil Engineering 2002 Article PeerReviewed application/pdf en http://eprints.utm.my/7042/1/SupiahShamsudin2002_RainfallRunoffSimulationUsing.pdf Shamsudin, Supiah and Hashim, Normala (2002) Rainfall runoff simulation using MIKE11 NAM. Jurnal Kejuruteraan Awam, 15 (2). pp. 26-38. ISSN 0128-0147
spellingShingle TA Engineering (General). Civil engineering (General)
Shamsudin, Supiah
Hashim, Normala
Rainfall runoff simulation using MIKE11 NAM
title Rainfall runoff simulation using MIKE11 NAM
title_full Rainfall runoff simulation using MIKE11 NAM
title_fullStr Rainfall runoff simulation using MIKE11 NAM
title_full_unstemmed Rainfall runoff simulation using MIKE11 NAM
title_short Rainfall runoff simulation using MIKE11 NAM
title_sort rainfall runoff simulation using mike11 nam
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/7042/1/SupiahShamsudin2002_RainfallRunoffSimulationUsing.pdf
http://eprints.utm.my/7042/
url_provider http://eprints.utm.my/