基于水质保障的供水系统智能优化技术研究
[Abstract]:The water quality safety of drinking water is related to the national economy and the people's livelihood and social stability. With the rapid development of the social economy, the water quality problem of water source water and pipe network is becoming more and more prominent, the distribution pipe line is aging, the corrosion phenomenon is serious, the two pollution problems of the pipe network are not optimistic, and the water supply system in most cities has not established the unified network monitoring and management. In order to effectively guarantee the water quality safety and water supply reliability of the water supply system, a series of optimization techniques, such as the simulation modeling from the original water distribution to the water supply network and the dispatching and operation of the water supply system, are carried out to seek the operation, control and management scheme of water supply system based on water quality guarantee. It is of great significance to provide technical support for drinking water safety protection.
From the angle of optimal allocation of water resources, this paper, in view of the current research process, pays more attention to the economic benefits during the adjustment and allocation of water, but neglects the effect of the water quality on the processing technology and the water quality of the pipe network, and takes the water source well distribution system of the middle and upper reaches of the Yellow River as the research object. The water quality characteristics of shallow groundwater in the Yellow River diversion area on both sides of the the Yellow River main stream are studied. The coupling model of the characteristic pollutants of the water source well is established by combining the Fourier transform and artificial neural network. On this basis, the optimization and allocation model of the raw water based on the characteristic pollutant control is constructed, and the adaptive parallel genetic algorithm is adopted. The application program and software are developed and applied to the water source of Z city in the middle and upper reaches of the Yellow River. The validity and practicability of the developed optimization and deployment model are verified.
In view of the low precision of the micro simulation model of the water supply network and the limited application scope, the dynamic simulation modeling technology of the open regional water supply network is studied. The technical method of adaptive optimization and adjustment of the boundary flow of the regional water supply pipe network is carried out from the high precision pipe network parameter testing device, and the construction is improved. On the basis of this, the simulation and analysis technology of typical water quality indexes of the pipe network is proposed. The simulation of residual chlorine based on micro model and the simulation calculation of turbidity and iron based on neural network are realized, and the developed "urban water supply security platform" is used in the open area of J city in China's large and medium cities. The application and practice of the water supply network verify the accuracy of the simulation model and the accuracy of the water quality simulation results.
In the field of optimal dispatching of water supply system, most of the current studies have neglected the influence of the switching of different water sources on the water quality of the pipe network. In this paper, this paper takes the multi water supply city in the middle and lower reaches of the Yellow River as the research object, analyzes the cause of the "yellow water", and carries out the water from the the Yellow River water and the mountain reservoir water as the water source. On the basis of establishing the multi-component water quality target function with residual chlorine and iron as the control index, the two level optimal scheduling model is built, and the multi-objective evolutionary algorithm NSGA- II is used to solve it, and then the urban water supply optimization operation system is developed, and the research and development is developed. The technology is applied to the multi water mixed water supply area in J city. Through optimization and allocation calculation, the water quality chemical stability of the research area pipe network is strengthened and the probability of "yellow water" is reduced while the reliability and economy of water supply are ensured.
In order to guarantee water quality safety, water supply reliability and water supply economy, this paper applies adaptive parallel genetic algorithm, artificial neural network, multi-objective evolutionary algorithm NSGA- II and other modern intelligent optimization methods to optimize and allocate raw water based on characteristic pollutant control and simulation modeling of open regional water supply network. With the water quality simulation and the research on the optimal operation and management of water supply system under the condition of multi water source switching, the water quality safety guarantee platform from water source to pipe network is set up, which provides a powerful technical support for the scientific and rational operation and management of the urban water supply system.
【学位授予单位】:青岛理工大学
【学位级别】:博士
【学位授予年份】:2014
【分类号】:TU991
【参考文献】
相关期刊论文 前10条
1 曹剑峰;王凯军;姜纪沂;冶雪艳;;黄河下游断流对沿岸地下水形成与开发的影响[J];吉林大学学报(地球科学版);2007年05期
2 吴文燕;赵洪宾;李林;;给水管网水质模型的研究[J];中国城镇供水;1998年04期
3 李桂香;王挺;温进化;;水资源优化配置的大系统分解协调模型研究[J];电脑知识与技术;2010年26期
4 叶娟;;给水管网水质模拟与安全分析方法和应用研究[J];化学工程与装备;2009年09期
5 邵艳秋;左春生;李聪;李继光;;基于影响因素分析的给水管网主体水余氯衰减模型[J];环境科学与技术;2012年01期
6 吕谋;Optimal Dispatching of Large-scale Water Supply System[J];High Technology Letters;2003年02期
7 任彬;周荣敏;;基于遗传优化神经网络的市政管网水质模型研究[J];供水技术;2010年03期
8 石宝友;李涛;顾军农;胡学香;李嘉铭;王东升;;北方某市水源更换过程中管网黄水产生机制的探讨[J];供水技术;2010年04期
9 王增义,张宏伟;送水泵站的优化调度[J];中国给水排水;1991年01期
10 赵新华,田一梅,武福平;城市配水系统优化运行的研究[J];中国给水排水;1992年03期
相关博士学位论文 前5条
1 方海恩;大规模供水管网多水源优化调配运行研究[D];哈尔滨工业大学;2010年
2 刁克功;分区管理模式给水管网的水力分析与模拟技术研究[D];北京工业大学;2011年
3 张琴;基于混沌理论和蚁群算法的多水源供水系统优化调度研究[D];浙江大学;2011年
4 王鸿翔;供水管网水质模型校正及水质监控研究[D];浙江大学;2009年
5 于志强;给水管网水力模型软件与校验抽样设计研究[D];天津大学;2010年
本文编号:2141462
本文链接:https://www.wllwen.com/guanlilunwen/chengjian/2141462.html