DocumentCode :
2707704
Title :
Using fuzzy approach to build a continuous relationship between SCS curve number and soil properties
Author :
Li, Runkui ; Song, Xianfeng ; Duan, Zheng ; Peng, Ming
Author_Institution :
Coll. of Resources & Environ., Grad. Univ. of Chinese Acad. of Sci., Beijing, China
fYear :
2011
fDate :
24-26 June 2011
Firstpage :
1
Lastpage :
5
Abstract :
The commonly used Soil Conservation Service Curve Number (SCS-CN) for surface runoff modeling is largely dependent on the Hydrologic Soil Groups (HSGs) which are derived through aggregation of all soil types into four hydrologic groups. The derived CN largely mutes away original soil attribute details. A fuzzy approach refining CN according to soil hydrologic properties was developed to preserve difference of CN between different soil types. The proposed approach generally involves three steps: (1) definition of the typical values of soil attributes for each HSG; (2) calculation of the fuzzy membership of a given soil type to each HSG; and (3) calculation of CN for a given soil. Results from a small watershed show that CN from the proposed method effectively retains detailed soil information. The detailed CN derived by the new approach provides possibility for improving distributed hydrologic modeling for many commonly used hydrologic models.
Keywords :
hydrological techniques; hydrology; soil; water resources; distributed hydrologic modeling; fuzzy membership; hydrologic soil groups; soil conservation service curve number; soil hydrologic properties; soil information; surface runoff modeling; watershed; Computational modeling; Equations; Mathematical model; Soil properties; Water; Water resources; Hydrologic Soil Groups; SCS Curve Number; distributed hydrological modeling; fuzzy memberships;
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.2011.5980785
Filename :
5980785
Link To Document :
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