禹门口提水东扩工程重力流第三区段水锤计算机数值模拟研究  

Numerical Simulation on Hydraulic Transients of yumenkou Thirdly gravity flow

作　　者：吴建华[1] 单兴兴[1] 

机构地区：[1]太原理工大学水利科学与工程学院,山西太原030024

出　　处：《科学之友（中）》2010年第6期46-48,共3页Friend of Science Amateurs

基　　金：山西省青年科技研究基金项目(2007021025)资助;山西省研究生优秀创新项目"基于调压塔防护下压力管路安全运行的计算机数值模拟研究"的资助

摘　　要：重力管道输水方式因其对地质条件要求不高,渗漏损失小,施工方便,造价较低,管理方便等优点常作为设计者优先考虑的方案,然而大型区域的长距离重力流输水系统的管路安全问题成了供水工程安全运行的难题。文章选择以长距离重力流输水系统水锤防护作为研究方向,主要通过禹门口提水东扩工程重力流段第三区段水锤计算机数值模拟为例,探讨长距离重力流输水系统的水锤防护问题。Gravity pipe could lay with the terrain, not ask for geological conditions, has small leakage losses, ensure water quality, easy to construct, cost lowly, easy to manage. It is the priority by the program designer. The pipe safety of gravity pipe of long distance in large area has become the problem of water supply project. The paper studies the prevention of the water hammer of long-distance gravity pipe, discusses the prevention of the water hammer of long-distance gravity pipe by serving as an example of numerical simulation on hydraulic transients of yumenkou thirdly gravity flow.

关 键 词：重力流 水锤 供水工程 

分 类 号：TV754[水利工程—水利水电工程]