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OPTIMAL DESIGN METHOD OF WATER DISTRIBUTION NETWORKS USING SOURCE TRACING BASED DECOMPOSITION TECHNIQUE

机译:基于源跟踪的分解技术的配水网优化设计方法

摘要

The present invention relates to a pipe network design method based on metaheuristic-based water source estimation. The method includes: an input base interpreting step (S10) of inputting the pipe path and bending point information configuring the pipe network connected to multiple target reservoirs and executing a basic analysis through numeral and water quality analysis; a pipe network division step (S20) of checking the dominated reservoirs for the bending points and pipe paths of the pipe network and divides the pipe network into multiple sub pipe networks; a sub pipe network optimizing step (S30) of deriving a value by using a metaheuristic method for the preset value occurrence number set in the storage unit in advance for the sub pipe network divided in the pipe division step (S20) to calculate the diameter of the pipe of the divided sub pipe network in order to minimize an objective function indicating the cost of the sub pipe network having the water pressure at a bending point higher than the minimal setting water pressure set in the storage unit in advance; and a pipe network integration step (S40) which connects the divided sub pipe networks calculated in the sub pipe network optimizing step (S30) by using the bending points as the center and corrects the pipe path to make the water pressure of the bending points of the pipe network to be equal to or larger than the minimal water pressure set in advance in the storage unit.
机译:本发明涉及一种基于基于元启发法的水源估计的管网设计方法。该方法包括:输入基础解释步骤(S10),其输入管道路径和弯曲点信息,以配置连接到多个目标储层的管网,并通过数字和水质分析执行基本分析;以及管网划分步骤(S20),检查支配的储层中的管网的弯曲点和管径,并将管网划分为多个子管网;子管网优化步骤(S30),该方法通过使用元启发法对预先在存储单元中设置的预设值出现次数进行推导,以用于在管道划分步骤(S20)中划分的子管网计算直径。为了使目标函数最小化,分割的子管网的管的目标函数表示具有在弯曲点处的水压高于预先设置在存储单元中的最小设定水压的子管网的成本;管网整合步骤(S40),其以弯曲点为中心连接在子管网优化步骤(S30)中计算出的分割子管网,并校正管径以使弯曲点的水压为管网等于或大于存储单元中预先设置的最小水压。

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