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供水管网优化调度的目标是运用数据采集、优化决策支持和调度执行等信息化技术,安全可靠地将符合流量、压力和水质要求的水供应给用户.供水管网优化调度决策支持系统包括供水系统的模拟、用水量预测、优化调度决策和运行状态评估.该决策支持系统包括宏观水力模型、微观水力模型、水质模型、考虑供水经济性和水质安全性的多目标优化决策模型.采用单目标优化决策模型与多目标评估体系相结合的方法来考虑供水经济性和水质安全性,开发了供水管网优化调度决策系统,并进行了实践应用. 相似文献
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城市给水管网供水调度优化方法的研究硕士生:王亚军导师:王占生(清华大学环境工程系100084)本文从我国配水管网的实际状况出发,系统地讨论了适合我国国情的管网优化调度方法的实现。该方法分为管网时用水量预测模型、管网宏观模型和优化模型三个部分。管网时用... 相似文献
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供水管网水力模型已经成为供水企业科学化管理不可缺少的工具,常规的模型建设思路都是针对整个供水管网系统进行建立,建模过程繁琐、周期长、更新维护困难,在实际运用中效果并不理想。结合日趋完善的物联网技术,提出了基于物联网监测的城市供水系统分区建模技术,并以实际供水企业的城区供水管网为研究对象,系统地阐述了供水管网"分区建模"的设计理念与实施方法,然后建立管网水力模型,不仅保证模型的精度,也提升了模型后期更新维护的效率。基于物联网监测的"分区建模"方法已应用于北方某水司管网日常调度和管理中,并取得了良好的效果,可为其他城市供水管网系统模型建立和管理提供技术借鉴。 相似文献
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Izabela Rojek 《Water Resources Management》2014,28(12):3875-3890
The paper presents models for better environmental intelligent management within water supply systems. The following computer models were developed: supervising parameters (pressure and flow) of water supply network (classification models in the form of neural networks, hybrid neural networks, decision trees and multiple decision trees), forecasting of water supply network load in different intervals of time (prediction models in the form of neural networks and hybrid neural networks), preferences for network operator and consumer in the form of decision rules and decision trees, classification of exceptions, typical examples and preferences for controlling water flow, controlling of pumps in the water supply network in the form of decision and activity rules and controlling of pumps for filling up retention tanks in the form of decision and action rules. These models were compared with a view to obtaining optimal models to control the parameters of water supply networks. The models are embedded in intelligent decision support system with a knowledge acquisition module. The research was done for Municipal Water Supply and Sewage Company in Rzeszów, Poland. 相似文献
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影响城市供水管网漏损的因素很多,通过层次分析法确定主要的漏损原因,在此基础上,应用多元线性回归模型对供水管道正式使用后初次漏损时间进行了预测,然后运用二次指数平滑模型对随后几年的漏损时间进行了预测,由此建立了完善的供水管网漏损时间预测模型。 相似文献
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为提高复杂水资源系统的供排水关系识别与模型构建计算能力,本文基于系统网络图探讨了图论在模拟水资源系统复杂水量传输过程、确定网络遍历顺序与系统配水计算中的应用。利用图论中的拓扑排序算法与深度优先搜索算法对水资源系统网络关系进行不同目标的分析识别。综合两种算法,进行一次供水、供水还原与二次供水的多次网络分水过程设计和迭代计算,结合最大最小公平算法等水量分配原则,设计基于网络系统的复杂水量分配计算过程,将用户需水、工程可供水量和供水网络关系结合进行供需自适应配置,解决多水源多用户对应关系下的水源供给不均衡问题。以三亚市地表水资源配置开展实例研究,结果表明通过图论算法在系统拓扑关系遍历和配水计算过程中的应用,系统枯水年城镇缺水率从3.42%降至1.63%,供需均衡度从0.38提高至0.71,提高了配置的计算效率与合理性。 相似文献
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Algorithms to optimise water supply networks are developed and compared when a given set of transfer arcs is constrained to
carry the same (or proportional) amounts of flow. Initially, a dynamic multi-period mathematical model is designed as a network
flow model. A network simplex-based algorithm, Equalflow, and a subgradient-based algorithm, SUBeqf, are then presented. Both
algorithms are characterised by polynomial complexity and can solve large-scale instances that arise when considering water
system requirements. A specialised interface for water supply networks provides a data input processor to generate the overall
multi-period network model in the implementation of the procedures. The implementation of the algorithms allows the consideration
of different types of equal flow instances that take place in water resource system optimisation. The performances of the
two algorithms and analysis of their computational efficiency with respect to state-of-the-art mathematical programming software
are reported, considering equal-flow instances from a synthetically generated network and two water supply systems in the
Sardinia region of Italy. 相似文献
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In water supply systems there are many situations during normal operation that induce the occurrence of pressure transients,
where high pressures are followed by low, sometimes even negative pressures. These transients may cause ruptures in pipes
creating thus leaks or opportunities for contaminants to enter the water supply system. Thus severe pressures transients should
be avoided or adequately controlled in potable drinking systems. The level of service provided by water distribution systems
is an important matter in the water industry of today. However, the measure of the performance of a pipe system network is
not a straightforward task. In this study the performance of pressures in two networks (a cast iron network and a polyethylene
network) with the same typology was compared. The transient state conditions were induced by different typical hydromechanical
devices operation characterised by a sudden pumps trip-off, a leakage occurrence and a closure of an automatic control valve.
For the hydraulic simulations, advanced models based on numerical computation for steady and transient state conditions were
used. A performance evaluation model was developed to analyse each type of situation since the simulation time period and
the concerns regarding the system behaviour can be fairly different. 相似文献
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分析北京市水资源配置的现状及问题,提出采用宏观调控和市场机制有机结合的水资源合理配置模式。在水资源承载能力的基础上,充分挖潜,开发非常规水源。在水源调配方面,优先使用南水北调水,其次为地表水,最大限度地涵养地下水。增加环境用水,加大工业、生活、农业的节水力度,提高水价。在进行水资源分配时,优先保证生活用水和必需的生态环境用水,对经济用水实行以供定需,在经济用水内部进行资源优化配置,优水优用,分质供水。形成以本流域供水为主,外流域调水为辅,常规水源与非常规水源相结合的综合开发网络,实现国民经济用水和生态环境用水的兼顾,实现以水资源的可持续利用支持北京经济社会可持续发展的目标。 相似文献
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Using Promethee V to Select Alternatives so as to Rehabilitate Water Supply Network with Detected Leaks 总被引:1,自引:1,他引:0
The problem of the ageing infrastructure of urban water distribution networks and the loss of water associated with this has been one of the greatest infrastructure problems in urban areas. When a leakage is detected in the water supply network, problems arise when seeking to rehabilitate the network. Therefore, the decision problem is to choose which components to add or to improve and to maximize the benefits, which will result from the changes implemented. In addition, it is important to minimize costs, since water supply companies have limited budgets. Moreover, there are often several leakage points in the same water supply network and in the same period of analysis. Therefore, this paper puts forward a model for rehabilitating the greatest number of leakage points in a water network; it respects the constraints which a water company may have. Promethee V is used to assist the decision maker (DM) in selecting a set of feasible alternatives for rehabilitating the network from the criteria and the constraints set by the DM on the problem. For demonstration purposes, the proposed model was tested in a simulated network. 相似文献
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In the field of water management, the evaluation of sustainability has no universal methodological approach nor any consensus regarding the definitions of sustainability or sustainable development. There is an essential need therefore for a precise definition of sustainability in different water management fields. This paper deals with the sustainability of one part of urban water management, namely a water supply. A precise definition of a sustainable water supply system is given, together with a methodological framework that quantifies the degree of water supply sustainability. The proposed framework relies on the proposed quasi-strong sustainability concept, its components (dimensions), their particular relationships and corresponding indicators representing individual processes in the water supply system and utility. The processing of indicators is performed through a joint fuzzy logic/neural network (ANFIS) model. In order to evaluate each sustainability component, separate ANFIS models were created whose results were aggregated into a single result (sustainability index). According to the presented framework, sustainability is evaluated for 17 public water supply systems/utilities in Croatia. 相似文献