Model of Pollutant Loads and Rainfall Physical Parameters for Urban Surface Runoff

Author:

Liu Jian Kang1,Luo Hong Bing2,Huang Gu2,Liu Xiao Ling3,Li Mei4,Liang Jie3

Affiliation:

1. Sichuan Agricultural University

2. China Urban Construction Design and Research Institute

3. Sichuan Water Conservancy Vocational College

4. Sichuan University

Abstract

The urban surface runoff pollution is a very complicated process of multimedia, spatiotemporal multidimensional and multi-pollutants. On the basis of monitored pollutant loads of urban surface runoff at a catchment in Futian River watershed in Shenzhen City of China, a regression model of pollutant loads of urban surface runoff with rainfall physical parameters was established, in which the rainfall parameters include rainfall depth (h), average intensity (I), antecedent dry period (D), event duration (T), maximum instantaneous intensity (IMAX) and maximum 5 minutes average intensity (I5min). In the study area, the variable found to be most significant in the prediction of the pollutant load for COD, SS, TN and TP was the rainfall depth. Other rainfall parameters have different contribution to the pollutant loads.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference14 articles.

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3. Driver, N. E., and Tasker, G. D., 1990. Techniques for the estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States., U.S. Geological Survey Water Supply Paper 2363, U.S. Geological Survey, Denver.

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