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Earth and rockfill dam core wall thickness calculation method, core wall thickness design value determination method and medium material seepage flow calculation method
The invention discloses a theoretical calculation method for the thickness of a non-natural impermeable material core wall of an earth and rockfill dam, a determination method for the design value of the thickness of the core wall and a calculation method for the seepage flow of a medium material, and the theoretical calculation method for the thickness of the core wall of the earth and rockfill dam is as follows: in the formula, the influence of various materials and the characteristic water level of a reservoir is more comprehensively considered, according to the theoretical value obtained through calculation according to the method and then in combination with dam construction design, construction conditions and construction levels, an important reference function is achieved for the actual building process, the possibility of damage to an anti-seepage structure is greatly reduced, and the building cost of the core wall is saved.
本发明公开了土石坝非天然防渗材料心墙厚度的理论计算方法、心墙厚度设计值的确定方法及介质材料渗流流量的计算方法,土石坝心墙厚度的理论计算方法如下:式中:更为全面的考虑了各种材料和水库特征水位的影响,根据上述方法计算得到的理论值,然后结合坝工设计和施工条件与施工水平,确定心墙厚度的设计值,对实际修筑过程具有重要的参考性作用,大大地减小了防渗结构破坏的可能性以及节约了心墙的建造成本。
Earth and rockfill dam core wall thickness calculation method, core wall thickness design value determination method and medium material seepage flow calculation method
The invention discloses a theoretical calculation method for the thickness of a non-natural impermeable material core wall of an earth and rockfill dam, a determination method for the design value of the thickness of the core wall and a calculation method for the seepage flow of a medium material, and the theoretical calculation method for the thickness of the core wall of the earth and rockfill dam is as follows: in the formula, the influence of various materials and the characteristic water level of a reservoir is more comprehensively considered, according to the theoretical value obtained through calculation according to the method and then in combination with dam construction design, construction conditions and construction levels, an important reference function is achieved for the actual building process, the possibility of damage to an anti-seepage structure is greatly reduced, and the building cost of the core wall is saved.
本发明公开了土石坝非天然防渗材料心墙厚度的理论计算方法、心墙厚度设计值的确定方法及介质材料渗流流量的计算方法,土石坝心墙厚度的理论计算方法如下:式中:更为全面的考虑了各种材料和水库特征水位的影响,根据上述方法计算得到的理论值,然后结合坝工设计和施工条件与施工水平,确定心墙厚度的设计值,对实际修筑过程具有重要的参考性作用,大大地减小了防渗结构破坏的可能性以及节约了心墙的建造成本。
Earth and rockfill dam core wall thickness calculation method, core wall thickness design value determination method and medium material seepage flow calculation method
土石坝心墙厚度的计算方法、心墙厚度设计值的确定方法及介质材料渗流流量的计算方法
LIANG JUN (Autor:in) / WANG XIAOLEI (Autor:in) / YANG YANWEI (Autor:in)
25.06.2021
Patent
Elektronische Ressource
Chinesisch
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