利用 EPANET 优化公共供水系统成本的创新模拟算法

T.A. Fashanu, C. Ndunaga, M. A. Ogundero, O. Oluwatusin
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引用次数: 0

摘要

在这项工作中,EPANET 软件用于参数化设计、模拟和优化建设和运行一个可靠、可持续和高效的社区供水系统的总成本。考虑到一个由四十栋房屋组成的示范社区,每栋房屋平均有六名住户,所开发的优化算法采用了模拟退火启发式方法,通过管网系统最大限度地降低了社区连续供水的总成本,同时满足了高效供水的关键水力规则和约束条件。因此,模拟系统的控制变量包括容积流量、流速和水头损失。为实现预期目标,首先对公用配水系统原型进行了自由落体模拟,即在峰值需求流量条件下仅进行重力给水。这有助于识别和定位水头损失区。 随后,在确定的节点上优化引入不同容量的虚拟泵站作为增压设备,以克服关键水头损失。然后,利用系统对不同增压泵容量的响应来分析和确定泵的最佳容量。模拟结果表明,在六十年的系统生命周期内,使用重力泵和 5 马力(3.73 千瓦)泵的组合以及 60 - 150 毫米的最佳管道直径,可实现成本最低的最佳设计。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An innovative simulation algorithm for optimising the cost of communal water supply systems using EPANET
In this work, the EPANET software is used to parametrize the design, simulate and optimise the overall cost of building and running a  reliable, sustainable and efficient communal Water Supply System. Considering a model community of forty houses with an average of six  occupants per home, the developed optimization algorithm using the simulated annealing heuristics approach minimizes the total  cost of continuous water distribution to the community through a system of pipe network in a way that satisfies the critical hydraulic rules and constraints for efficient water distribution. Thus, the controlled variables of the simulated system include volumetric flow,  velocity and head loss. To realize the desired goal, the prototyped communal water distribution system was first simulated by water free  fall i.e., only gravity feed under a peak demand flow condition. This facilitated the identification and localization of head-loss zones.  Subsequently, virtual pump stations of various capacities were optimally introduced as boosters at identified nodal points to overcome  critical head losses. The response of the system to varying capacities of the booster pumps was then used to analyse and determine the  optimum capacity of the pump. Simulation outcome showed that the optimum least cost design for a sixtyyear system’s life cycle is  achieved by using a combination of gravity and 5 hp (3.73 kW) pump with optimum pipe diameter ranging from 60 - 150mm.  
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来源期刊
CiteScore
0.10
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发文量
126
审稿时长
11 weeks
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