| 排泥管等间距开孔水力设计 |
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| 引用本文： | 李文龙,唐剑.排泥管等间距开孔水力设计[J].南昌职业技术师范学院学报,2005(4):89-91. |
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| 作者姓名： | 李文龙 唐剑 |
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| 作者单位： | 1. 新干县建筑设计院,江西,新干县,331300
2. 江西科技师范学院土木工程系,江西,南昌,330013 |
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| 摘 要： | 本文通过建立穿孔排泥管泥水流的微分方程，导出排泥管内压力线公式。建立了排泥管开孔比与积泥均度的关系，为等间距布孔方法提供理论依据。
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| 关 键 词： | 排泥管 水头 开孔比 设计 |
| 文章编号： | 1007-3558（2005）04-0089-03 |
| 收稿时间： | 2005-03-10 |
| 修稿时间： | 2005年3月10日 |
A Hydraulic Design for Arranging Equidistant Opening in Mud Pipes |
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| Li Wenlong,Tang Jian.A Hydraulic Design for Arranging Equidistant Opening in Mud Pipes[J].Journal of Nanchang Vocational & Technical Techers' College,2005(4):89-91. |
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| Authors: | Li Wenlong Tang Jian |
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| Abstract: | The formulae for the press line of mud pipes are educed by establishing the differential equation for turbid water of perforated mud pipes. The relation between the ratio of mud pipes and the average of accumulating mud is found, which provides a theoretical basis for arranging equidistant opening. |
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| Keywords: | mud pipes water head line opening ratio design |
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