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산림지역의 유출특성을 고려한 남강댐유역내 주요 하천관측지점에 대한 홍수유출량 추정Flood Runoff Estimation for the Streamflow Stations in Namgang-Dam Watershed Considering Forest Runoff Characteristics

Other Titles
Flood Runoff Estimation for the Streamflow Stations in Namgang-Dam Watershed Considering Forest Runoff Characteristics
Authors
김성재박태양장민원김상민
Issue Date
2010
Publisher
한국농공학회
Keywords
HEC-HMS; Namgang-Dam; peak runoff; forest; curve number
Citation
한국농공학회논문집, v.52, no.6, pp 85 - 94
Pages
10
Indexed
KCI
Journal Title
한국농공학회논문집
Volume
52
Number
6
Start Page
85
End Page
94
URI
https://scholarworks.gnu.ac.kr/handle/sw.gnu/25519
ISSN
1738-3692
2093-7709
Abstract
The objective of this study is to estimate the flood runoff for three guaged stations within Namgang-Dam watershed which are operated by KWATER. For a flood runoff simulation, HEC-HMS was applied and the simulated runoff was compared with observed from 2004 to 2008. The watershed area of Sancheong, Shinan, and Changchon were 693.6 ㎢, 413.4 ㎢, and 346.48 ㎢, respectively. The average runoff ratio of observed runoff for three watersheds were 0.725, 0.418, and 0.586, respectively. The dominant land cover of three watersheds are forest with the value of 71.6 %, 73.1 %, and 82.0 %. Three different cases according to the potential maximum retention of forest areas for calculating the curve number were applied to decrease the error between the simulated and observed. The simulated peak runoff of case 3 which applied the 90 % of potential maximum retention of curve number which is equivalent to AMCⅠ for all the AMCⅠ, AMCⅡ, and AMCⅢ conditions showed least root mean square error (RMSE). The case 1, which was suggested by previous study, showed high discrepancy between the simulated and observed. Since the forest area consists of more than 70 % for all three watersheds, the application of curve number for forest is critical to improve the estimation errors. Further research is required to estimate the more accurate curve number for forest area.
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