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