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Published in: Environmental Earth Sciences 2/2014

01-07-2014 | Original Article

Optimized water surface ratio and pervious surface proportion in urbanized riverside areas

Authors: Cheng Gao, Jun Liu, Han Cui, Zhuowen Wang, Shuang He

Published in: Environmental Earth Sciences | Issue 2/2014

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Abstract

An optimal group of water surface ratios and pervious surface proportions can reduce the risk of waterlogging in large urbanized riverside areas. In this study, the Storage Capacity Curve Method is proposed to calculate the drainage modulus, the essence of which is based on the assumption that the drainage area is a reservoir; and then draw the storage capacity curve after unsteady flow calculation. A series of drainage modulus is calculated with varying water surface ratio and pervious proportion using the Storage Capacity Curve Method. This is done in order to determine the quantitative relationship among these variables through regression analysis. The results indicate that the drainage modulus of a large urbanized riverside area has a good exponential function relative to the water surface ratio and has a linear relationship with the pervious surface proportion. By using an integrated impacts model and a cost function, the optimal group values of the water surface ratio (6.65 %) and the pervious surface proportion (26.4 %) are obtained by minimizing the cost function.

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Metadata
Title
Optimized water surface ratio and pervious surface proportion in urbanized riverside areas
Authors
Cheng Gao
Jun Liu
Han Cui
Zhuowen Wang
Shuang He
Publication date
01-07-2014
Publisher
Springer Berlin Heidelberg
Published in
Environmental Earth Sciences / Issue 2/2014
Print ISSN: 1866-6280
Electronic ISSN: 1866-6299
DOI
https://doi.org/10.1007/s12665-013-2977-8

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