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Estimation of Water Demand in Water Distribution Systems Using Particle Swarm Optimization

机译:基于粒子群算法的供水系统需水量估算

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Demand estimation in a water distribution network provides crucial data for monitoring and controlling systems. Because of budgetary and physical constraints, there is a need to estimate water demand from a limited number of sensor measurements. The demand estimation problem is underdetermined because of the limited sensor data and the implicit relationships between nodal demands and pressure heads. A simulation optimization technique using the water distribution network hydraulic model and an evolutionary algorithm is a potential solution to the demand estimation problem. This paper presents a detailed process simulation model for water demand estimation using the particle swarm optimization (PSO) algorithm. Nodal water demands and pipe flows are estimated when the number of estimated parameters is more than the number of measured values. The water demand at each node is determined by using the PSO algorithm to identify a corresponding demand multiplier. The demand multipliers are encoded with varying step sizes and the optimization algorithm particles are also discretized in order to improve the computation time. The sensitivity of the estimated water demand to uncertainty in demand multiplier discrete values and uncertainty in measured parameters is investigated. The sensor placement locations are selected using an analysis of the sensitivity of measured nodal heads and pipe flows to the change in the water demand. The results show that nodal demands and pipe flows can be accurately determined from a limited number of sensors.
机译:配水网络中的需求估算可为监控系统提供关键数据。由于预算和物理条件的限制,需要从有限数量的传感器测量结果中估算出需水量。由于传感器数据有限以及节点需求与压头之间的隐含关系,需求估算问题尚不确定。使用供水网络水力模型和进化算法的模拟优化技术是解决需求估算问题的潜在方法。本文提出了一种使用粒子群优化(PSO)算法估算需水量的详细过程仿真模型。当估计参数的数量大于测量值的数量时,将估计节点的需水量和管道流量。通过使用PSO算法确定相应的需求乘数,可以确定每个节点的需水量。需求乘数以变化的步长进行编码,并且优化算法的粒子也被离散化,以缩短计算时间。研究了估计的需水量对需求乘数离散值不确定性和测量参数不确定性的敏感性。传感器的放置位置是通过对测得的节点扬程和管道流量对需水量变化的敏感性进行分析来选择的。结果表明,可以从数量有限的传感器中准确确定节点需求和管道流量。

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