Comparison of four loss methods in flood simulation

سال انتشار: 1392
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 783

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شناسه ملی سند علمی:

ICCAU01_3006

تاریخ نمایه سازی: 29 تیر 1393

چکیده مقاله:

The aim of this study is to evaluate the effect of loss methods application on run-off volume and hydrograph shape used by hydrologic models. In this research, four loss methods including constant loss (φ index), initial loss-loss rate, SCS and constant fraction approach were applied to be evaluated. To do this, Clark Rainfall-Runoff model was applied for 24 storm events from kasilain basin. Then, characteristics of calculated hydrographs including peak discharge, runoff volume and time to peak were compared with the same characteristics of the same observed hydrographs and analyzed statistically. Statistical analysis of the effect of mentioned loss methods on characteristics of hydrographs using mean relative error, coefficient of determination (R2) and root mean square error, showed the relative superiority of the SCS, initial loss-loss rate, constant loss, and constant fraction (proportional loss) methods respectively

نویسندگان

H.S Kaboli

Assisstant Professor, Civil Engineering, Jundi-Shapur University, Dezful, Iran.

A.M. Akhond-Ali

Professor, Department of Hydrology, Shahid Chamran University of Ahwaz, Iran

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  • Akhoond-Ali, A.M., 1992. An examination of alternate loss models for ...
  • Chahinian, N., Moussa, R., Andrieux, P., Voltz, M., 2005. Comparison ...
  • Chow, V.T., Maidment, D.R., Mays, L.W., 1988. Applied Hydrology. McGraw-Hil ...
  • Cordery, I., 1987. Storm losses and design rainfall excess. In: ...
  • Fazle-oula, R., 2006, Simulation model of rainfall _ runoff using ...
  • Flavell, D.J., Belstead, B.S., 1986. Losses for design flood estimation ...
  • International Conference on Civil Engineering Architecture & Urban Sustainable Development ...
  • Harvey, R.A., 1982. Estimation of the probable maximum flood-Westerm Australia. ...
  • Hill, P., Mein, R., Siriwardena, L, 1998. How much rainfall ...
  • Kenan, D., 2001. The application of runoff routing B model ...
  • Rozkhsh, B., 1986, Application of GIS in flood warning systems ...
  • Skaggs, R.W., and Kbaleel, R., 1982. Infiltration, Hydrologic modeling of ...
  • Soil Conservation Service, 1986. Urban hydrology for small watersheds, Technical ...
  • Soil Conservation Service, 1971. National engineering handbook, Section 4: Hydrology. ...
  • US Army Corps of Engineers, 2000. Hydrologic modeling system HEC-HMS: ...
  • نمایش کامل مراجع