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稳态渗流条件下粘土大坝的防渗效果研究
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作者 路政 《地下水》 2024年第3期314-316,共3页
粘土大坝由于具有良好的防渗性能蓄水工程中有着广泛的应用,而针对具体的工程仍需采用适当手段对其采用的大坝形式及实际防渗效果进行评估。本文依托某蓄水粘土大坝工程,基于GEOSTUDIO数值模拟软件根据实际设计截面尺寸建立大坝渗流的... 粘土大坝由于具有良好的防渗性能蓄水工程中有着广泛的应用,而针对具体的工程仍需采用适当手段对其采用的大坝形式及实际防渗效果进行评估。本文依托某蓄水粘土大坝工程,基于GEOSTUDIO数值模拟软件根据实际设计截面尺寸建立大坝渗流的计算模型,通过对最高蓄水位18 m条件下的大坝孔隙水压和总水头的分析,得出如下结论:(1)水压随着含水量的变化曲线近似呈指数形式分布,水力传导率与基质吸力的对数值呈现为双曲线变化形式;(2)坝体内水压随着深度呈正比例增大;(3)坝体内压力水头与深度呈正相关关系逐渐增大,该粘土大坝工可为类似工程地质条件下的粘土大坝设计及预期防渗效果评估提供借鉴。 展开更多
关键词 数值模拟 粘土大坝 防渗效果 孔隙水压力
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稳态渗流条件下粘土边坡的稳定性特征分析
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作者 蒋垒 《地下水》 2024年第4期282-283,291,共3页
粘土大坝是水利工程中较为常见的大坝形式,为了分析粘土大坝在稳态渗流条件下的稳定性特征,本文依托粘土大坝工程,采用数值模拟软件中的渗流计算模块,对粘土大坝工程在蓄水水位条件下的稳态渗流特征进行了分析。结果表明自上游向下游过... 粘土大坝是水利工程中较为常见的大坝形式,为了分析粘土大坝在稳态渗流条件下的稳定性特征,本文依托粘土大坝工程,采用数值模拟软件中的渗流计算模块,对粘土大坝工程在蓄水水位条件下的稳态渗流特征进行了分析。结果表明自上游向下游过渡,总水头逐渐减小,减小速率逐渐增大,至下游侧,总水头完全减小为0 m,水压与基地面呈15°角向右上方逐渐减小,水力传导度在水压为0时为2×10^(-6) m/s。上述结果说明坝体设计合理,未发生破坏。结果可为坝体工程的渗流和稳定性分析提供参考。 展开更多
关键词 渗流模块 蓄水水位 稳态渗流 非对称 粘土大坝
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Clay Fraction Distribution in the Sediments of the Senegal River Estuary after the Diama (Senegal) Dam Construction
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作者 Ndiaye, Ada Diouf, Bachil +1 位作者 Diara, Mariline Giresse, Pierr 《Journal of Shipping and Ocean Engineering》 2016年第1期35-45,共11页
Clay fraction contents distribution in the Senegal River estuary after the building of the anti-salt Diama dam has shown that upstream sediments are very muddy. Clay fraction content is as high as 60 % of sediments in... Clay fraction contents distribution in the Senegal River estuary after the building of the anti-salt Diama dam has shown that upstream sediments are very muddy. Clay fraction content is as high as 60 % of sediments in the middle of the channel with a pronounced downstream decreasing trend on the banks comparing to the contents in the middle of the channel. Towards the river mouth, the fine fraction tends to disappear leading to a shelly sand sediment type essentially. During low water period, clay fraction contents increase particularly at the vicinity of the dam reservoir. In the estuarine reach, downstream the dam, this increasing trend during the low water stage is particularly marked in the middle of the channel. The clay mineral assemblage shows that kaolinite and smectite are the main components, whereas interlayered illite-smectite and illite are minor constituents. The upstream-downstream profile shows a decrease in kaolinite content although it remains the dominant constituent. Floating clay minerals (smectite and illite-smectite) concentrate rather in the middle of the channel and on the right bank where the water depth is higher. According to seasonal variations, the distribution of these clay minerals often follows the concentration of the entire clay fraction; their contents increase during low water stage period. This hydrodynamics sorting of floating minerals, evident in the up-dam zone, tends to disappear in the eastern reach between Diama dam and the mouth. Clay minerals assemblage shows, through the time, a rather homogeneous composition which does not seem to be altered by the seasonal fluctuations. 展开更多
关键词 Senegal river diama dam clays SEDIMENTOLOGY mineralogy.
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