摘要
提出了输配水系统优化设计的动态规划渠系优化模型,以土方量最小或总费用最小为目标函数,对二级或二级以上的渠系纵横断面进行优化设计,可得到满足渠道不冲不淤、水位衔接及首末水位约束的最优断面参数。
The dynamic programming model of water conveyance and distribution canal system is presented in this thesis. Taking the minimum earthwork or total cost as an objective, the optimal canal slops and relevant parameters of each reaches are obtained, which will satisfy the restraints of water levels without erosion and sediment for two-stage or more stage canal system.
出处
《灌溉排水学报》
CSCD
北大核心
2004年第4期53-54,63,共3页
Journal of Irrigation and Drainage
关键词
动态规划
渠系
优化模型
土方量
dynamic programming
canal system
optimization
