多级水站间的自来水管道铺设问题

The Problem of Water Pipeline Laying in Multi-Stage Water Stations

摘要: 在村村通自来水工程实施过程中，某区需建1个中心供水站、12个一级供水站、168个二级供水站。中心供水站A与一级供水站及一级供水站之间使用I型管道连接，一级供水站与二级供水站及二级供水站间用II型管道连接。本文主要针对各级供水站间的管道铺设问题，从保证供水质量以及设备维护方便角度出发，以最小化规定型号管道长度为目标，综合分析了供水质量及维修便利程度、水站分布、多级水站相互关系等方面因素，运用LINGO和C++等编程语言进行求解，最后制定出不同条件要求情况下的各级供水管道最优化模型，并进行了适当的科学性分析。

Abstract: In the process of implementing the water supply project to every village, one central water supply station, 12 first-level water supply stations and 168 second-level water supply stations are needed to be built in one district. Center water stop water stop A and level and the level of water stop use between the I type pipe connection, between primary water stop and secondary water stop and secondary water stop using II type pipe connection. This paper is aimed at all levels of the plumbing problem between water stop, from easy to ensure the quality of water supply and equipment maintenance perspective, to minimize regulation model pipe length as the goal, comprehensive analysis of the quality of water supply and maintenance convenience, water station distribution, the relationship between multistage water stations, using LINGO to solve and C++ programming language, finally worked out a different cases of the requirements of all levels of the water supply pipeline optimization model, and make the properly scientific analysis.