韩延成, 高学平. 长距离自流型渠道输水控制的二步法研究[J]. 水科学进展, 2006, 17(3): 414-418.
引用本文: 韩延成, 高学平. 长距离自流型渠道输水控制的二步法研究[J]. 水科学进展, 2006, 17(3): 414-418.
HAN Yan-cheng, GAO Xue-ping. Two-step optimal operation and control method for long distance gravity-flow delivery in canals[J]. Advances in Water Science, 2006, 17(3): 414-418.
Citation: HAN Yan-cheng, GAO Xue-ping. Two-step optimal operation and control method for long distance gravity-flow delivery in canals[J]. Advances in Water Science, 2006, 17(3): 414-418.

长距离自流型渠道输水控制的二步法研究

Two-step optimal operation and control method for long distance gravity-flow delivery in canals

  • 摘要: 提出了一种针对自流型渠道输水的最优化控制的两步法。第一步是控制各闸站流量使渠段水位(或蓄水量)达到目标水位(或蓄水量),第二步是调整流量使渠段水位稳定。建立了使渠道内水流在最短时间内恢复到正常运行水位的最优渠道输水控制模型。构建了长距离渠道输水控制的一系列约束条件,包括渠道下游需水量约束、最高控制水位、水位最大容许下降速度、渠道容许过流能力、最少的开机次数等。提出了利用线性规划或将大系统分解为若干子系统求解的方法。算例结果表明,用传统的渠道控制方法需要几天才能使水位恢复到目标水位的渠道,用本优化方法控制,可以在几小时内使渠道水位达到目标水位并达到稳定。

     

    Abstract: A new two-step control method based on the principle of optimality is proposed for the gravity-flow in open channel system.The first step is to control all the levels (or volumes) in the channel to reach the goal levels (or volumes).The second step is to adjust the channel flow of all sections to realize the stabilized level.The optimization flow control model is built,which make the levels reach the goal levels in the shortest time.The corresponding constraints for this model,the downstream water demands,the maximum water levels,the allowable drawdown rate of water level,the allowable discharge capacity of the channel,the minimum frequent of switching on and off the pump,and so on,are constituted.The solution to the problem is proposed by using linear the program method or decomposing a large and complex system into two or three small and simple systems.The example application of this method shows that the time during which the water levels reach the target levels and keep them stable can be reduced from a few days to a few hours.

     

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