引江济淮杭埠河倒虹吸施工导流设计研究
Harnessing the Huaihe River(2019)
Abstract
一、概述
1.工程概况
引江济淮工程过巢湖小合分线渠道在进口白山枢纽处连接引江济巢线,在出口通过派河口泵站进入江淮沟通线,设计输水流量300m3/s,采用倒虹吸穿越杭埠河.倒虹吸位于距杭埠河入巢湖口1.6km处的杭埠河左侧,进口设计水位5.75m,出水设计水位5.35m.
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