TECHNICAL NOTES
Feb 18, 2009

Comparison between a Soft and Crisp Geographic Boundary of the Soil Texture Component in Hydrologic Models

Publication: Journal of Hydrologic Engineering
Volume 14, Issue 6

Abstract

This note is based on the generally accepted fact that soil boundaries are usually gradual rather than abrupt, and this is followed by an application of fuzzy set theory to what are already known to be diffuse boundaries. Sediment yield measurements are used to describe the control condition against which the fuzzy and conventional boundaries are assessed. In terms of the K factor, the fuzzy boundary representation showed less difference (up to 16.8%). The Nash–Sutcliff coefficient of efficiency and the root mean square error for the fuzzy boundary are 0.96 and 1.3×103 , respectively, whereas those for the conventional boundary are 0.76 and 3.4×103 , respectively. The estimation by the soil erosion model shows that the fuzzy representation of geographic boundary is more accurate than the conventional method. But the difference between erosion predictions using conventional boundaries and fuzzy boundaries is relatively small.

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Acknowledgments

This study for G. Lee was supported by Korea Water Resources Corporation Project No. KIWE-CHR-04-4.

References

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 14Issue 6June 2009
Pages: 640 - 646

History

Received: Mar 24, 2008
Accepted: Sep 26, 2008
Published online: Feb 18, 2009
Published in print: Jun 2009

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Authors

Affiliations

Geun-Sang Lee
Research Scientist, Korea Institute of Water and Environment, KWATER, 462-1 Jeonmin-Dong, Yuseong-Gu, Daejeon, S. Korea.
Khil-Ha Lee
Research Scientist, KORDI, 1270 Sa2-dong, Sangrok-gu, Ansan-si, S. Korea 426-744.

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