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이상구(Lee Sang-Gu),유상호(Yu Sang-Ho),오상용(Oh Sang-Yong),민일규(Min Il-Kyu),민병형(Min Beung-Hyeung) 동아대학교 해양자원연구소 2002 동아대학교 해양자원연구소 연구논문집 Vol.14 No.-
To stand river capital planning, flow situation like low-flow in small rivers used to be calculated as the ratio of area by flow situation in other large rivers. Which is because the small rivers don"t have a survey about the small watershed area water-level and discharge. Therefore, this study has examined the low-flow estimation computerizing the dearth water discharge amount in small rivers.<BR> The low-flow statistics which is calculated by independent variables of the watershed area(A), the average basin slope(S), the void ratio(V), the volume of pores(V<SUB>f</SUB>), the mountain ratio(M) and the year average amount of rainfall(R) is as follows.<BR> Q = 0.00245 A<SUP>0.516</SUP> S<SUP>-0.024</SUP> V<SUB>f</SUB><SUP>0.014</SUP> M<SUP>-0.061</SUP> R<SUP>0.079</SUP>
이상구,유상호,오상용,민일규,민병형 東亞大學校 海洋資源硏究所 2002 硏究論文集 Vol.14 No.1
To strand river capital planning, flow situation like low-flow in small rivers used to be calculated as the ratio of area by flow situation in other large rivers. Which is because the small rivers don't have a survey about the small watershed area water-level and discharge. Therefore, this study has examined the low-flow estimation computerizing the dearth water discharge amount in small rivers. The low-flow statistics which is calculated by independent variables of the watershed area(A), the average basin slope(S), the void ratio(V), the volume of pores(V_f), the mountain ratio(M) and the year average amount of rainfall(R) is as follows. Q=0.00245 A^0.516 S^-0.024 V^0.014_f M^-0.061 R^0.079