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灌区自压微灌独立管网系统优化设计研究
引用本文:李援农,马朋辉,胡亚瑾,于昌福. 灌区自压微灌独立管网系统优化设计研究[J]. 水利学报, 2016, 47(11): 1371-1379
作者姓名:李援农  马朋辉  胡亚瑾  于昌福
作者单位:西北农林科技大学水利与建筑工程学院, 陕西 杨凌 712100,西北农林科技大学水利与建筑工程学院, 陕西 杨凌 712100;三门峡黄河明珠(集团)有限公司, 河南 三门峡 472000,西北农林科技大学水利与建筑工程学院, 陕西 杨凌 712100;三门峡黄河明珠(集团)有限公司, 河南 三门峡 472000,吴忠市同心县水务局, 宁夏 同心 751300
基金项目:公益性行业(农业)科研专项资助项目(201503105);高效节水灌溉新技术集成示范(NTKJ2015-07-02)
摘    要:微灌管网系统由田间管网系统和骨干管网系统两部分组成,田间管网入口所需压力只与灌水器设计工作水头及田间管网允许水头差有关,因此两部分的优化问题是相互独立的。目前田间管网优化设计主要是在限定面积且布置已定的情况下进行支毛管管径组合优化。本研究在不限定管网系统面积的情况下建立了单向毛管田间管网、双向毛管田间管网及自压微灌骨干管网的优化设计数学模型,可同时完成相应管网的优化布置和优化设计且能得到最佳控制面积。利用解的不可行度对随机产生的初始种群进行选择以改善种群质量,利用罚函数法处理约束条件,应用遗传算法进行优化计算。结果表明:双向毛管田间管网在控制面积及单位面积投资两方面均优于单向毛管田间管网,推荐以双向毛管田间管网优化结果为基础进行骨干管网的优化,算法收敛性能稳定,具有较高的计算精度,此优化设计研究成果对自压微灌系统设计及区域管网优化设计具有一定的实际意义。

关 键 词:微灌管网  优化布置  优化设计  不可行度  遗传算法
收稿时间:2016-03-25

Optimal design of the gravity micro-irrigation pipe network for irrigation district
LI Yuannong,MA Penghui,HU Yajin and YU Changfu. Optimal design of the gravity micro-irrigation pipe network for irrigation district[J]. Journal of Hydraulic Engineering, 2016, 47(11): 1371-1379
Authors:LI Yuannong  MA Penghui  HU Yajin  YU Changfu
Affiliation:College of Water Resources and Architectural Engineering, Northwest A & F University, YangLing 712100, China,College of Water Resources and Architectural Engineering, Northwest A & F University, YangLing 712100, China;Sanmenxia Yellow River Mingzhu Group, Sanmenxia 472000, China,College of Water Resources and Architectural Engineering, Northwest A & F University, YangLing 712100, China;Sanmenxia Yellow River Mingzhu Group, Sanmenxia 472000, China and WuZhong Water affairs Bureau In TongXin, TongXin 751300, China
Abstract:Micro-irrigation pipe network system is composed of field pipe network system and main pipe network system,the pressure at the entrance of field pipe network is only related to emitter operating head and the difference of allowable pressure head of field pipe network, so the optimization of the two parts are mutually independent. Currently, optimal design of field pipe network is mainly in the conditions of ar-ea is limited and layout has been confirmed. In this paper, optimum design mathematical models of field pipe network with unilateral capillary and paired laterals and main pipe network were established in the condition with unlimited area of pipe network, which can optimize both the layout of pipe network and pipe diameter simultaneously,and obtain the best control area of pipe network. In order to improve the pop-ulation quality,an infeasible degree of solution is adopted to select the initial population that generated ran-domly. In the model, the penalty function method is adopted and the genetic algorithm is applied to carry the optimization. The results show that field pipe network with paired laterals is better than that with unilat-eral capillary in control area and investment of unit area, so field pipe network is recommended as the foundation of main pipe network optimization, the algorithm is of good convergence and high precision. The results of this paper have some practical significance for optimal design of the gravity micro-irrigation pipe network and regional pipe network.
Keywords:micro-irrigation field pipe network  optimal layout  optimal design  genetic algorithm
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