土坝的入渗问题研究。案例研究:罗马尼亚Vaslui县Cuibul Vulturilor水库

Ioanichie Bălan, H. Hogas, L. Crenganis, I. Balan, F. Corduneanu, D. Țopa
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引用次数: 0

摘要

Cuibul Vulturilor水库的大坝位于Tutova河上,是一座非均质土坝,最大高度为15.0 m,具有粘性中心心墙和由粘性尘土砂制成的侧向棱柱。为了跟踪坝体渗流的演变,使用了12个测压计和一根在底孔下游连接通道中排水的排水管。本文介绍了大坝理论渗透曲线的特征元素。还显示了使用SURFER程序绘制的大坝水力等值线,使用2019年测量的测压计中的最大静水水位。大坝上的水力等值线分布受到测压计位置和其他水头测量点的强烈影响。如果大坝配备了几个测压计,可以更精确地研究坝体内渗透水的模式循环。即使在这些条件下,也可以清楚地观察到,通过坝体的渗透状态与理论行为方式相似。
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Research on the infiltrations in an earth dam. Case study: Cuibul Vulturilor Reservoir, Vaslui County, Romania
The dam of the reservoir Cuibul Vulturilor, located on the Tutova river is an inhomogeneous earth dam with a maximum height of 15.0 m, with a clayey central core and lateral prisms made of clayey-dusty sands. For tracking the evolution of body dam seepage, 12 piezometers and a drainage pipe with discharge in the downstream connection channel of the bottom outlet are used. The paper presents the characteristic elements of the theoretical infiltration curve in the dam It also shows the hydro isohypses for the dam drawn with SURFER program, using the maximum hydrostatic levels in the piezometers measured in the year 2019. The distribution of the hydro isohypses across the dam is strongly influenced by the location of the piezometers and the other point of measuring the hydraulic head. The pattern circulation of the infiltration water inside the dam body could be studied with increased accuracy, if the dam had been equipped with several piezometers. Even in these conditions, it is clearly observed that the regime of infiltrations through the dam body is similar to the theoretical way of behavior.
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