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作 者:吴宝利[1] 吴延芳 吕杨[1] 赫明水[1] 谢仁杰[1]
机构地区:[1]中国市政工程华北设计研究总院有限公司,天津300074 [2]衡水市滏阳水厂,河北衡水053000
出 处:《中国给水排水》2014年第16期65-67,共3页China Water & Wastewater
摘 要:为了应对原有水源井严重的氟超标现象,衡水市开辟了取水规模为4.00×104m3/d的应急水源地。通过技术经济比较,采用利用深井泵压力直接输送至25 km以外的滏阳水厂清水池,再利用送水泵房输送至用户的方案。经过四年多的稳定运行,实现了预期的工程目标,为类似工程的工艺设计提供了参考。In order to solve the problem of highly over-standard dose of F^- in existing well water, a new underground water source with a capacity of 40 000 m^3/d was built in Hengshui City. After the techno-economic comparison, a scheme to deliver raw water by deep well pumps into the clear water tank in Fuyang Waterworks which is 25 km away, and then by water pump room into users was chosen for this project. After the past 4-year operation, the expected aim of the project was achieved. The project provides some reference for the process design of similar projects.
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