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槐扒一级泵站新型防淤进水口的研究

Research on the New-style Anti-deposition Water Intake of Huaiba 1st-stage Pump Station
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摘要 三门峡槐扒黄河提水工程取水口一级泵站在小浪底上游库区取水。在站前河道出现国内、外同类已建工程所罕见的水位、泥沙淤积变幅及狭窄河道特性的条件下 ,通过对多泥沙河道上岸边固定式泵站进水口型式的研究 ,设计创造性的采用新型竖向流道式防淤进水口的设计方案 ,使这一工程难题得到较好解决 。 The water is lifted from the upstream area of Xiaolangdi reservoir by 1st-stage pump station of water intake at Sanmenxia Huaiba. The unusual water level,severe deposition, and narrow stream characteristics have been observed, which are seldom met in the similar domestic & overseas projects. After the research on the style of water intake of bank stationary pump station along the stream with heavy silt-carrying flow, a creative design plan, the new-style vertical-sprue anti-deposition water intake, is adopted. This design has well solved the engineering problems and brought a good economic efficiency.
作者 王晓奇
出处 《泥沙研究》 CSCD 北大核心 2003年第6期65-69,共5页 Journal of Sediment Research
关键词 小浪底上游库区取水 水位 泥沙淤积变幅 泵房进水口型式 竖向流道 water lifted from upstream area of xiaolangdi reservoir water level,silt deposition amplitude water intake type of pump house vertical-sprue
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参考文献1

  • 1.水力公式集:Villemonte公式[M].北京:人民铁道出版社,1977.228-232.

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