首页> 外文期刊>Water Resources Management >Optimal Design for Flood Limit Water Level of Cascade Reservoirs
【24h】

Optimal Design for Flood Limit Water Level of Cascade Reservoirs

机译:梯级水库汛限水位优化设计。

获取原文
获取原文并翻译 | 示例
           

摘要

For cascade reservoirs in river basin, the optimization design for flood limit water level (ODFLL) will be more important at the end of flood season. In this paper, an optimal design model for flood limit water level (ODMFLL) of cascade reservoirs is proposed to simultaneously optimize the flood control risk and economic benefits of reservoir groups in flood season. Also, compensation relationship among reservoirs has been studied to maximize the utility of water resources. Moreover, a modified self-adaptive electromagnetism-like Mechanism (SEM) algorithm is presented to deal with ODFLL problem by considering more than two purposes. In order to analysis the risk of optimizing control schemes, the classical Monte Carlo method, is adopted in this paper. Finally, the case of well-known Cascade Reservoir in Jinsha River (two reservoirs) and Three Gorges Reservoir is implemented for solving ODFLL problem. The simulation results reveal that, compared with original rules of flood limit water level, the ODMFLL can provide better solutions to the problem by raising the flood limit water level of cascade reservoirs and not increasing the flood control risk. Therefore, ODMFLL can rational utilize the water resource of watershed, and reduce the abandoned water in flood season.
机译:对于流域的梯级水库,汛限水位(ODFLL)的优化设计在汛期末将更为重要。提出了梯级水库汛限水位优化设计模型,以同时优化汛期水库群的防洪风险和经济效益。此外,还研究了水库之间的补偿关系,以最大程度地利用水资源。此外,通过考虑两个以上的目的,提出了一种改进的自适应类电磁机制(SEM)算法来处理ODFLL问题。为了分析优化控制方案的风险,本文采用经典的蒙特卡洛方法。最后,以金沙江著名的梯级水库(两个水库)和三峡水库为例,解决了ODFLL问题。仿真结果表明,与原来的防洪极限水位规则相比,ODMFLL可以通过提高梯级水库的防洪极限水位而不增加防洪风险来提供更好的解决方案。因此,ODMFLL可以合理利用流域水资源,减少汛期的弃水量。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号