Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/66115
Title: Roughness values for overland flow in subcatchments
Authors: Liong, S.Y. 
Selvalingam, S. 
Brady, D.K.
Issue Date: Apr-1989
Source: Liong, S.Y.,Selvalingam, S.,Brady, D.K. (1989-04). Roughness values for overland flow in subcatchments. Journal of Irrigation and Drainage Engineering 115 (2) : 203-214. ScholarBank@NUS Repository.
Abstract: A simple method is presented for assigning Manning roughness coefficients n to overland flow segments in kinematic wave models. The resulting n-value for each subcatchment reflects its imperviousness and its land use. This approach has been incorporated into a kinematic wave model, and its application is here demonstrated on a catchment in Singapore. One storm record was used for calibration purposes, and this yielded extreme Manning n-values of 0.02 and 0.30 for pure impervious and pervious sections, respectively. The calibrated model was then tested on two other storms for verification. Good agreements between simulated and measured hydrographs were obtained.
Source Title: Journal of Irrigation and Drainage Engineering
URI: http://scholarbank.nus.edu.sg/handle/10635/66115
ISSN: 07339437
Appears in Collections:Staff Publications

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