Calculation of water losses from a small water body with a seal

V. A. Belov; A. E. Pasenchuk; A. P. Kilyushik

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Calculation of water losses from a small water body with a seal

机译：计算带有密封的小型水体的失水量

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In this article we mean by small water body ponds, water bodies, daily regulating basins, pools, excavations, and storages with a volume of not more than 1 million m~3. In cross-sectional shape their beds represent a trapezoid or semiellipse. When constructing an earth seal on a small water body it is suggested to calculate water losses in the case of steady free seepage in the following way. In the case of a trapezoidal shape of the bed (Fig. l) the unit discharge is equal to [1] formula (ell) where K_s is the average permeability coefficient of the seal; b is the bottom width of the small water body; δ is the thickness of the seal; m' is the steepness of the slope; δ_0 is the average thickness of the seal on the slope; H_0 is the depth of the water.

机译：在本文中，我们指的是不超过100万立方米3的小型水体池塘，水体，日常调节水池，水池，基坑和蓄水库。在横截面形状中，它们的床代表梯形或半椭圆形。在小型水体上建造土封时，建议按照以下方式计算稳定无渗漏情况下的水损失。对于梯形床（图1），单位流量等于[1]公式（ell），其中K_s是密封的平均渗透系数； b是小水体的底部宽度； δ是密封件的厚度； m'是坡度的陡度； δ_0是斜坡上密封件的平均厚度； H_0是水的深度。

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《Hydrotechnical Construction》 |1999年第3期|p.149-151|共3页
作者
V. A. Belov; A. E. Pasenchuk; A. P. Kilyushik;
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Calculation of water losses from a small water body with a seal

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