| 百色水利枢纽消力池底板抗浮稳定计算与分析 |
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| 引用本文： | 蒙丽丽.百色水利枢纽消力池底板抗浮稳定计算与分析[J].企业科技与发展,2009(11):165-169. |
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| 作者姓名： | 蒙丽丽 |
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| 作者单位： | 广西水利电力勘测设计研究院,广西南宁530023 |
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| 摘 要： | 根据百色水利枢纽“表孔宽尾墩＋中孔跌流＋底流式消力池”联合消能工的特点，结合消力池地质条件的复杂性，利用消力池底板动水荷载模型试验成果，考虑止水失效工况，进行底板抗浮稳定计算和分析。
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| 关 键 词： | 宽尾墩 动水荷载试验 消力池底板抗浮稳定计算 |
Calculation and Analysis of Stability of Baseplate against Floating of Absorption Basin at Baise Water Conservancy Junctions |
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| Authors: | MENG Li-li |
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| Institution: | MENG Li-li ( Guangxi Water Conservancy ＆ Electric Power Investigation R＆D Institute, Nanning Guangxi .530023 ) |
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| Abstract: | Based on the characteristics of united energy dissipaters of the water conservancy junctions in Baise, called ＂wide flange piers of crest outlets ＋ mesopore free drop＋ underflow absorption basin＂, in line with the complexity of geological conditions of absorption basin, the article uses the test results of hydrodynamic load module of absorption basin, calculates and analyzes the stability of baseplate against floating, with the consideration of the situation that water cannot be stopped. |
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| Keywords: | wide flange piers test of hydrodynamic load calculation of the stability of baseplate against floating of absorption basin |
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