摘要
巨龙湖水库为多年调节水库,水库多年平均总入库水量为1 011.24万m^3,兴利库容为1 023.57万m^3,水库年损失429.37万m^3,每年补给傲户取水库水量15.95万m^3。当水量调节系数α为0.778时,计算兴利库容为1 026.36万m^3。文章介绍了水库水位-面积、库容关系成果,进行了不同保证率径流年内分配。
Julonghu Reservoir is a carry-over storage reservoir,average yearly total water inflow was 1011. 24 × 10^4m^2and utilizable capacity 1023. 57 × 10^4m^2,reservoir yearly water loss 429. 37 ×10^4m^2, and 15. 95 × 10^4m^2water is pumped from the reservoir to supply water users every year. When water adjustment coefficient is calculated utilizable capacity 1026. 36 × 10^4m^2. The water level-area-capacity relation results are described and the annual runoff distribution at the different guarantee rate is calculated.
出处
《黑龙江水利科技》
2014年第2期53-55,共3页
Heilongjiang Hydraulic Science and Technology
关键词
兴利
径流调节
水位
面积
库容
关系曲线
utilizable capacity
runoff regulation
water level
area
capacity
relation curve
