投稿中心

审稿中心

编辑中心

期刊出版

网站地图

友情链接

引用本文:王宗志,贺雨晖,王坤,王卫光.适应水文非一致条件的水库防洪优化调度.湖泊科学,2021,33(5):1541-1551. DOI:10.18307/2021.0522
Wang Zongzhi,He Yuhui,Wang Kun,Wang Weiguang.Reservoir optimal operation to adapt the non-stationary hydrological series*. J. Lake Sci.2021,33(5):1541-1551. DOI:10.18307/2021.0522
【打印本页】   【HTML】   【下载PDF全文】   查看/发表评论  【EndNote】   【RefMan】   【BibTex】
←前一篇|后一篇→ 过刊浏览    高级检索
本文已被:浏览 379次   下载 308 本文二维码信息
码上扫一扫!
分享到: 微信 更多
适应水文非一致条件的水库防洪优化调度
王宗志1, 贺雨晖1,2, 王坤1,3, 王卫光2
1.南京水利科学研究院水文水资源与水利工程科学国家重点实验室, 南京 210029;2.河海大学水文水资源学院, 南京 210098;3.河海大学水利水电学院, 南京 210098
摘要:
为完善变化环境下水库防洪调度方案,建立了集水文非一致性诊断、水文模型还现、设计洪水计算与水库调度规则优化于一体的水库适应性调控方法体系,并应用于沂沭泗水系仕阳水库.结果表明,仕阳水库入库洪水变异点发生在1975年;利用新安江模型对水文序列还现处理,得到满足一致性的设计洪水,其洪峰、最大24 h和最大72 h洪量均值,较原设计分别增大了19.7%、14.5%和10.0%;建立了以防洪效益最大为目标函数的水库优化调度模型,采用动态规划进行求解.提出的适应性调度方案在20年、100年、1000年和5000年一遇设计洪水条件下,较水库现行设计方案最高洪水位分别降低了0.32、0.11、0.19和0.11 m.
关键词:  防洪减灾  水库优化调度  非一致性  动态规划  仕阳水库
DOI:10.18307/2021.0522
分类号:
基金项目:国家重点研发计划项目(2016YFC0400906)和水利部技术示范项目(SF-201803)联合资助.
Reservoir optimal operation to adapt the non-stationary hydrological series*
Wang Zongzhi1, He Yuhui1,2, Wang Kun1,3, Wang Weiguang2
1.State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, P. R. China;2.College of Hydrology and Water Resources, Hohai University, Nanjing 210098, P. R. China;3.College of Water Conservancy and Hydropower, Hohai University, Nanjing 210098, P. R. China
Abstract:
To improve reservoir operation rules under changing environment, this paper proposed adaptive operation methodologies that include the hydrological series inconsistent testing→backwards restore by hydrological model→design flood calculation→optimal operation of reservoir for flood control safety. The proposed methodologies were applied to the Shiyang Reservoir, which located at the Yi-Shu-Si river system. The results have shown that the change-point of this reservoir inflow flood is 1975. The inflow flood that satisfies the assumption of hydrological stationery were calculated by the Xin'anjiang model, and the hydrological consistent design floods acquired based on it. Compared with the original design, the mean values of flood peaks, maximum flood volume during 24 hours and 72 hours of the new design floods increased 19.7%, 14.5% and 10.0%, respectively. The optimal reservoir operation model based on the objective function of maximizing the flood control benefit is established and solved by dynamic programing. Under design flood with 20-year, 100-year, 1000-year and 5000-year return periods, the maximum flood level of Shiyang Reservoir decrease by 0.32, 0.11, 0.19 and 0.11 m, respectively, compared with the current design scheme.
Key words:  Flood control and disaster reduction  reservoir optimal operation  non-consistency  dynamic programming  Shiyang Reservoir
分享按钮