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应用有限元,线性化处理及优化方法,编写管网平差计算的FORTRAN程序。该程序可用于环状网或树状网有单水源或多水源的各种情形,且不受管网是平面的或立体的及环数多少的限制。 相似文献
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通过对一个山区城市给水管网规划实例的分析,提出在山区给水中应充分利用高差自流供水,并按照地形高差对给水管网进行分区,加压供水的区块与重力流供水的区块管网应相互隔断,同时,对长期运行在高水压下的管网,宜设置减压措施。 相似文献
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给水管网系统动态建模是自来水公司实现科学管理、提高效益、提高服务水平的重要手段.以天津市给水管网系统建模为例,详细地阐述了给水管网系统微观建模的理论与方法. 相似文献
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论述了利用Biharnonic样条曲面插值方法,实现不规则分布地形采集数据的曲面构造,并利用该算法结合visual C#语言编程实现三维地形图的生成和显示. 相似文献
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微观建模在城市给水管网系统中的实践 总被引:8,自引:0,他引:8
给水管网系统动态建模是自来水公司实现科学管理、提高效益、提高服务水平的重要手段。以天津市给水管网系统建模为例 ,详细地阐述了给水管网系统微观建模的理论与方法。 相似文献
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通过对分形理论和给水管网特点的研究,建立了一种新的定量描述给水管网空间分布状态的评价指标--管网覆盖度和管网覆盖深度。采用盒计数法计算给水管网规划布置的分形维数,将给水管网的规划布置由定性分析改为定量分析,从而为给水管网的定线和布局做出合理的指导,使给水管网的平面布置更加科学可靠。 相似文献
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Sara Nazif Mohammad Karamouz Massoud Tabesh Ali Moridi 《Water Resources Management》2010,24(3):437-458
A technique for leakage reduction is pressure management, which considers the direct relationship between leakage and pressure.
To control the hydraulic pressure in a water distribution system, water levels in the storage tanks should be maintained as
much as the variations in the water demand allows. The problem is bounded by minimum and maximum allowable pressure at the
demand nodes. In this study, a Genetic Algorithm (GA) based optimization model is used to develop the optimal hourly water
level variations in a storage tank in different seasons in order to minimize the leakage level. Resiliency and failure indices
of the system have been considered as constraints in the optimization model to achieve the minimum required performance. In
the proposed model, the results of a water distribution simulation model are used to train an Artificial Neural Network (ANN)
model. Outputs of the ANN model as a hydraulic pressure function is then linked to a GA based optimization model to simulate
hydraulic pressure and leakage at each node of the water distribution network based on the water level in the storage tank,
water consumption and elevation of each node. The proposed model is applied for pressure management of a major pressure zone
with an integrated storage facility in the northwest part of Tehran Metropolitan area. The results show that network leakage
can be reduced more than 30% during a year when tank water level is optimized by the proposed model. 相似文献
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对城市庞大的供水管网进行普查是一项复杂的系统工程。通过对武汉市武昌区供水管网的普查工作 ,探索和总结了一套较有成效的工作方法和程序。 相似文献
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针对传统水下施工设计存在的缺点,提出一种基于OpenCL技术的水下地形三维建模与可视化方法,该方法可以自动实现水下地形DEM模型的构建、三维可视化以及任意剖面分析,对于指导现代水下施工设计具有重要意义。 相似文献
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Qiang Xu Qiuwen Chen Jinfeng Ma Koen Blanckaert Zhonghua Wan 《Water Resources Management》2014,28(11):3715-3726
Water shortages and climate change are worldwide issues. Reduction in water leakage in distribution networks as well as the associated energy saving and environmental impacts have recently received increased attention by scientists and water industries. Pressure management has been proposed as a cost-effective approach for reduction in water leakage. This study conducted a real-world water pressure regulation experiment to establish the pressure-leakage relationship in a district metering area (DMA) of the water distribution network in Beijing, China. Results showed that flow into the DMA was sensitive to inlet water pressure. A 5.6 m reduction in inlet pressure (from 38.8 m to 33.2 m) led to an 83 % reduction (12.1 l/s) in minimal night flow, which is a good approximator of leakage. These reductions resulted in 62,633 m3 of water saved every year for every km pipe, as well as associated savings of 1.1?×?106 MJ of energy and 68 t of CO2 equivalent greenhouse gas emissions. The results of this study provide decision makers with advice for reducing leakage in water distribution networks with associated energy and environmental benefits. 相似文献
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Water Resources Management - The pressure-driven analysis is essential for modelling the pressure deficient condition of water distribution networks. Owing to the complexity, the development of... 相似文献
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Water Resources Management - This paper presents a new method to optimize the location and setting of Pressure Reducing Valves (PRVs) for adjusting the nodal pressure at different hours of a day by... 相似文献
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Water shortage is experienced in different parts of the world in different magnitude. In certain countries, water deficit
is a regular phenomenon and in some other countries it happens for a short duration, due to failure of any component in the
system. Shortage of water at source can be best tackled by distributing the available water equally among the consumers. This
paper deals with the design of water distribution network capable of equitable supply during shortage in addition to the satisfactory
performance under non-deficit condition. Performance of a typical water distribution network, with shortage of water at source
is illustrated in detail. Head dependent outflow analysis with extended period simulation, is used to determine the actual
supply from each node to consumers. Relationship between duration of supply and volume available at source as well as supply
from each node are established for understanding the behaviour of network under low supply situation. A term “inequity” which
is the maximum difference in supply demand ratio among different consumers is presented. This is based on the actual performance
of the network instead of surrogate measures, generally used for reliability. It is illustrated that the maximum “inequity”
in supply in a network during the entire duration of supply can be estimated with single analysis. Design of a water distribution
network, duly considering equity in addition to the cost minimization and minimum head requirement is presented. Genetic Algorithm
is used for solving this multi objective problem. The solution technique is illustrated using two benchmark problems, namely
two loop network and Hanoi network. Results show that considerable improvement in equitable supply can be achieved with additional
investment on pipes above the least cost solution. Hence it is better to design networks duly considering deficit condition
for better reliability. It is also illustrated that it will be difficult to improve equity beyond a limit for a given network,
through selection of different pipe diameters. 相似文献
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本文基于线路积分原理,用LDV测量三维机翼周围的速度场,然后把它们作为已知量代入到雷诺方程,欧拉方程和贝努利方中去解压力。 相似文献