Theoretical evaluation of concentration time and storage coefficient with their application to major dam basins in Korea

Author:

Yoo Chulsang1,Lee Jiho2,Cho Eunsaem1

Affiliation:

1. School of Civil, Environmental and Architectural Engineering, College of Engineering, Korea University, Seoul 02841, Korea

2. Dept. of Civil Engineering, College of Engineering, Seoul National University of Science and Technology, Seoul 139-743, Korea

Abstract

Abstract This study theoretically evaluated the basin concentration time and storage coefficient with their empirical formulas available worldwide. The evaluation results were also validated in the application to major dam basins in Korea. The findings are summarized as follows. As a result of analytical analysis, the concentration time was found to be proportional to the main channel length under laminar flow conditions and to the square of it under turbulent flow conditions, but inversely proportional to the channel slope. It was also found that the storage coefficient and the concentration time are linearly but loosely related. Most empirical formulas for the concentration time concurred with the basic equation form, but just a few for the storage coefficient. Applications to major dam basins in Korea also showed that the concentration time agrees well with the result of theoretical analysis. However, the behavior of the storage coefficient varied much, basin by basin, indicating that additional factors may be needed to explain it.

Publisher

IWA Publishing

Subject

Water Science and Technology

Reference37 articles.

1. Derivation of the synthetic unit hydrograph at ungaged small watershed;Journal of Korea Water Resources Association,1986

2. Storage and the unit hydrograph;Transactions of the American Society of Civil Engineers,1945

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