淮安-淮阴段梯级泵站群运行优化

为了探索大型跨流域调水工程优化运行方法,充分挖掘梯级系统优化运行效益,针对梯级泵站群优化运行数学模型,引入并联泵站群日优化运行模型和一维明渠非恒定流模型,分别采用大系统二级分解-动态规划聚合方法和追赶法求解,考虑区间用水户用水过程,进行各级并联站群日均扬程优化,以淮安—淮阴梯级泵站群为例,采用淮安站群日均扬程4.15 m、80%负荷,淮阴站群日均扬程3.9 m、100%负荷,且淮阴站群推迟2 h的优化运行过程作为淮安-淮阴梯级泵站群优化运行方案。该方案下淮安站群、淮阴站群单位提水费用分别为79.33元/万m3、84.60元/万m3,较各站群定角恒速运行单位提水费用分别节省25.06%、7.3%...

Full description

Saved in:
Bibliographic Details
Published in农业工程学报 Vol. 29; no. 22; pp. 59 - 67
Main Author 龚懿 程吉林 张仁田
Format Journal Article
LanguageChinese
Published 江苏省水利勘测设计研究院有限公司，扬州 225009 2013
扬州大学水利与能源动力工程学院,扬州,225009%扬州大学水利与能源动力工程学院，扬州 225009
Subjects
优化
动态规划
泵站
运行管理
非恒定流
optimization
operations research
优化
非恒定流
dynamic programming
泵站
动态规划
unsteady flow
pumping station
运行管理
Online AccessGet full text
ISSN1002-6819
DOI10.3969/j.issn.1002-6819.2013.22.007

Cover

More Information
Summary:为了探索大型跨流域调水工程优化运行方法,充分挖掘梯级系统优化运行效益,针对梯级泵站群优化运行数学模型,引入并联泵站群日优化运行模型和一维明渠非恒定流模型,分别采用大系统二级分解-动态规划聚合方法和追赶法求解,考虑区间用水户用水过程,进行各级并联站群日均扬程优化,以淮安—淮阴梯级泵站群为例,采用淮安站群日均扬程4.15 m、80%负荷,淮阴站群日均扬程3.9 m、100%负荷,且淮阴站群推迟2 h的优化运行过程作为淮安-淮阴梯级泵站群优化运行方案。该方案下淮安站群、淮阴站群单位提水费用分别为79.33元/万m3、84.60元/万m3,较各站群定角恒速运行单位提水费用分别节省25.06%、7.3%,初步获得了梯级泵站群优化运行方案。该研究可为跨流域梯级调水系统优化调度特别是级间输水系统水位优化提供参考。
Bibliography:11-2047/S
optimization; dynamic programming; operations research; pumping station; unsteady flow
In order to explore the optimal operation method of large-scale inter-basin water transfer projects, and fully excavate optimal operation benefit of multistage system, the two-stage decomposition-dynamic programming aggregation method was introduced to solve the mathematical model of daily optimal operation for parallel pumping stations, by which a series of optimal operation schemes under different average daily lifts and water pumping quantities were obtained. Considering different types of water consumption along the water transferring canal between two-stage pumping stations, by means of taking different start up time of pumping stations in the second stage, the obtained optimal operation schemes of pumping stations were adopted as boundary conditions and then substituted into mathematical model of one-dimensional unsteady flow to carry out the numerical simulation of water transferring canal, by which the chang
ISSN:1002-6819
DOI:10.3969/j.issn.1002-6819.2013.22.007