영문 초록
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...
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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.
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.
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>
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목차
Abstract
1. 서론
2. 갈수량 유출모형식
3. 대상유역
4. 갈수량 유출모형식 산정
5. 고찰
6. 결론
7. 감사의 글
8. 참고문헌
