摘要
针对山东省墙夼水库由两个既独立又相互连通的水库组成的特点,分析、探讨双库连通调洪演算理论方法,建立双库连通调洪演算的计算模型,给出水面线数学模型和算法,用于墙夼水库设计洪水复核。计算结果表明,该方法中间环节少,操作性强,可应用于水库工程的抗洪能力评价和调度运用方案制定。
Qiangkuang Reservoirs in Shandong Province is formed by two independent but connected reservoirs. Analysis and discussion are made on the calculation methods for flood regulation of these two reservoirs. Flood routing model of the reservoir is built. Mathematical model for water surface profile is given and used for check of designed flood of Qiangkuang Reservoir. The result shows that the method may be applied to evaluate its flood defense capacity and work out options of reservoir operation for less intermediate links and high operability.
出处
《中国水利》
2012年第1期58-60,共3页
China Water Resources
关键词
水面线法
墙夼双库连通
调洪演算模型
water surface profile method
two connected reservoirs of Qiangkuang
flood routing model
