DocumentCode :
2343596
Title :
Storm flood computation model for urban rain pipe networks based on hydrology
Author :
Zhang, Xiaona ; Rui, Xiaofang ; Feng, Jie
Author_Institution :
Key Lab. of Hydrol.-water Resources & Hydraulic Eng., Coll. of Water Resources & Hydrol., Nanjing
fYear :
2009
fDate :
25-27 May 2009
Firstpage :
3506
Lastpage :
3510
Abstract :
Based on hydrology, a storm flood computation model for urban rain pipe networks is proposed. In this model, the research region is divided into three areas, that is permeable area, impervious area and pipe area. The main methods include the isochronal method, Horton infiltration formula, time-contour method and Muskingum method. The proposed model in this paper is tested by the rainfall runoff data of Ya-hua garden district in Changsha. Whose parameters are calibrated. Computational results show that the proposed model has a good precision, whose application is simple and convenient. As a mean of urban rainfall runoff simulation, the proposed model has a practical value.
Keywords :
floods; rain; storms; Changsha; Horton infiltration formula; Muskingum method; Ya-hua garden district; hydrology; isochronal method; storm flood computation model; time-contour method; urban rain pipe networks; urban rainfall runoff simulation; Computational modeling; Computer networks; Equations; Flowcharts; Hydrology; Land surface; Rain; Storms; Water resources; Water storage; Muskinggun method; hydrology; infiltration formula; isochronal method; rain pipe network;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Industrial Electronics and Applications, 2009. ICIEA 2009. 4th IEEE Conference on
Conference_Location :
Xi´an
Print_ISBN :
978-1-4244-2799-4
Electronic_ISBN :
978-1-4244-2800-7
Type :
conf
DOI :
10.1109/ICIEA.2009.5138858
Filename :
5138858
Link To Document :
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