DocumentCode
492099
Title
The Grey Differential Model of River Water Pollution and its Application
Author
Zhu, Changjun ; Hao, Zhenchun
Author_Institution
Coll. of Urban Constr., Hebei Univ. of Eng., Handan
fYear
2008
fDate
21-22 Dec. 2008
Firstpage
96
Lastpage
99
Abstract
Based on the grey theory, grey characters of river environment system are analyzed, the velocity and dispersion coefficient and attenuation in river are considered as uncertainty parameters and expressed as gray parameters. A grey differential equation of contaminant diffusion in river is built. And the equation has special structure. The truncation error of finite differential method in solving the model is corrected. According to the model, distribution values of pollutant concentration under sudden pollutant discharged can be obtained directly, which can provide abundant and useful water quality information for the plan and control of water pollution. It is shown that the calculated results obtained from the gray model are reliable and reasonable.
Keywords
finite difference methods; grey systems; water pollution; contaminant diffusion; finite differential method; grey differential model; river water pollution; truncation error; Attenuation; Differential equations; Educational institutions; Finite wordlength effects; Hydrology; Partial differential equations; Rivers; Uncertainty; Water pollution; Water resources; finite differential; grey model; truncation error;
fLanguage
English
Publisher
ieee
Conference_Titel
Knowledge Acquisition and Modeling Workshop, 2008. KAM Workshop 2008. IEEE International Symposium on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-3530-2
Electronic_ISBN
978-1-4244-3531-9
Type
conf
DOI
10.1109/KAMW.2008.4810433
Filename
4810433
Link To Document