DocumentCode
2707624
Title
Application of GIS network analysis in water pollution control of Huaihe River Basin
Author
Jiang, Yan
Author_Institution
China Inst. of Water Resources & Hydropower Res., Beijing, China
fYear
2011
fDate
24-26 June 2011
Firstpage
1
Lastpage
4
Abstract
Huaihe River Basin is a unique region in China with high densities in both population and water projects (dams and floodgates) and is also subject to the most serious water pollution. It is a complicated water system, with a large number of tributaries, many inter-provincial rivers, and highly artificial river water control. Management of water projects regulating of river network require a series of professional analysis tools, which are closely related to the spatial modality and spatial distribution. In this paper, we apply GIS network analysis technology to water pollution tracing under water projects regulation, which establish digital river network model and integrate and manage water projects regulating related data resource. The study has put forward a water pollution management model as a GIS tool in the long-term water projects regulating process and pollution control plan for the Huaihe River Basin.
Keywords
geographic information systems; hydrological techniques; river pollution; water pollution control; China; GIS network analysis; Huaihe River Basin; artificial river water control; digital river network model; interprovincial river; river tributary system; spatial distribution; water floodgate project; water management project; water pollution control; water pollution management model; Analytical models; Databases; Geographic Information Systems; Rivers; Water pollution; Water resources; GIS network analysis; Huaihe River Basin; water environment; water pollution tracing; water projects;
fLanguage
English
Publisher
ieee
Conference_Titel
Geoinformatics, 2011 19th International Conference on
Conference_Location
Shanghai
ISSN
2161-024X
Print_ISBN
978-1-61284-849-5
Type
conf
DOI
10.1109/GeoInformatics.2011.5980780
Filename
5980780
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