- 수문변화 지표법에 의한 다목적댐의 유량변화 분석
- ㆍ 저자명
- 박봉진,강기호,정관수,Park. Bong-Jin,Kang. Ki-Ho,Jung. Kwan-Sue
- ㆍ 간행물명
- 韓國水資源學會論文集
- ㆍ 권/호정보
- 2008년|41권 7호|pp.711-723 (13 pages)
- ㆍ 발행정보
- 한국수자원학회
- ㆍ 파일정보
- 정기간행물| PDF텍스트
- ㆍ 주제분야
- 기타
본 연구에서는 수문변화 지표법을 적용하여 11개 주요 다목적댐의 월 유량 크기, 연 최소.최대유량 크기와 지속기간, 고.저맥파 빈도와 주기, 수문곡선 변화 비율과 빈도를 분석하였다. 월 유량변화 분석 결과, 갈수기에 해당하는 1월부터 6월과 10월부터 12월까지는 유입량이 $6.38m^3/sec{sim}39.84m^3/sec$이었으나, 방류량은 $20.36m^3/sec{sim}49.43m^3/sec$로 $1.84%{sim}200.98%$가 증가하였다. 우기철인 7월부터 9월까지는 유입량이 $79.06m^3/sec{sim}137.12m^3/sec$ 이었으나, 방류량은 $65.32m^3/sec{sim}80.16m^3/sec$로 $18.19%{sim}40.39%$가 감소하였다. 연 최소.최대 유량변화 분석 결과는 1일 최소유량이 $82.86%{sim}2,950%$가 증가하였으며, 연 최소 및 최대 유량변화는 1일 최소유량은 $82.86%{sim}2,950%$가 증가하였으나, 1일 최대유량은 $34.78%{sim}83.96%$가 감소하였다. 고.저맥파의 빈도와 주기의 분석 결과, 저맥파의 발생 횟수는 댐 조절후 $29.67%{sim}99.07%$가 감소하였으며, 고맥파의 발생횟수도 $4.6%{sim}92.35%$가 감소하였다. 수문곡선 변화 비율과 빈도의 분석 결과 상승률은 $15.84%{sim}79.31%$가 감소하였으며, 하강율은 $1.97%{sim}107.10%$가 감소하였다. 유량변화정도 분석 결과는 1일 최소유량은 $0.60{sim}2.67$ 증가하였으며, 1일 최대 유량은 $0.50{sim}1.00$으로 감소하였다.
In this study, Hydrologic regime alterations(magnitude, magnitude and duration of annual extreme, frequency and duration of high and low pulse, rate and frequency of water condition changes, Range of Variability Approach) were analyzed by using Indicators of Hydrologic Alterations at the 11 major multi-purpose dam. The analysis result of the magnitude of monthly water conditions during drought season, inflow was $6.38m^3/sec{sim}39.84m^3/sec$ and outflow was $20.36m^3/sec{sim}49.43m^3/sec$, was increased $1.84%{sim}200.98%$. The analysis result of the magnitude of monthly water conditions during flood season, inflow was from $79.06m^3/sec{sim}137.12m^3/sec$ and outflow was from $65.32m^3/sec{sim}80.16m^3/sec$, was decreased from $18.19%{sim}40.39%$. The analysis result of the magnitude and duration of annual extreme, 1-day minimum was increased $82.86%{sim}2,950%$, but 1-day maximum was decreased $34.78%{sim}83.96%$. The analysis result of the frequency and duration of high and low pulse, low pulse count was decreased $29.67%{sim}99.07%$ and high pulse count was also decreased $4.6%{sim}92.35%$ after dam operation. Hydrograph rise rate was decreased $15.84%{sim}79.31%$ and fall rate was $1.97%{sim}107.10%$. RVA of 1-day minimum was increased $0.60{sim}2.67$, also RVA of 1-day maximum was decreased $0.50{sim}1.00$.
수문변화 지표법다목적댐월 유량의 크기연최소최대유량 크기와 지속기간연최소최대유량의 발생시기고저맥파 빈도와 주기수문곡선 변화 비율과 빈도유량변화정도 분석Indicators of Hydrologic AlterationMulti-purpose damMagnitudeMagnitude and Duration of Annual Extreme ConditionsTiming of Annual Extreme conditionsFrequency and Duration of High and Low PulseRate and Frequency of Water Condition ChangesRange of Variability Approach