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Seepage Behavior of Earth Dams Considering Rainfall Effects

机译:考虑降雨影响的土坝渗流特性

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摘要

More than 60% of annual rainfall in Korea is concentrated during the monsoon season from June to August because of the climate characteristics of East Asia. In general, reservoir water levels sharply rise during this period and rock-fill dams are exposed to various types of damages such as soil erosion and piping related to seepage problems. However, the detection of seepage problems is generally more difficult because rainfall directly flows into a V-notch weir according to a downstream shell in which seepage rates can be measured downstream. In this paper, rainfall is filtered out from the measured seepage rates to evaluate the effects of rainfall by using a digital filtering method for two large rock-fill dams (Dams A and B). Seepage behavior for these two large rock-fill dams was estimated as a steady-state condition. It has been proven that with the application of a digital filter which filters out rainfall-induced infiltration into a downstream shell from a measured seepage flow would make analyzing the seepage behavior of dams more effective. This also shows that consideration for any rainfall effect on the seepage behavior of earth dams is very important. The seepage rate of Dam A was not significantly affected by rainfall because the seepage water was collected inside the dam body and was transferred to a V-notch weir located downstream from the dam through a steel pipe. On the contrary, the seepage rate of Dam B was greatly influenced by rainfall in the rainy season. Also, the permeability of the core zones for Dams A and B was estimated at 8.5 × 10−5 cm/sec and 2.7 × 10−5 cm/sec, respectively, by a simplified method.
机译:由于东亚的气候特征,韩国每年超过60%的年降雨量集中在6月至8月的季风季节。通常,在此期间,水库水位急剧上升,堆石坝遭受各种类型的破坏,例如水土流失和与渗流问题有关的管道。但是,渗流问题的检测通常更加困难,因为降雨会根据下游壳直接流入V型槽堰,在下游壳中可以测量下游的渗流率。在本文中,通过使用数字过滤方法对两个大型堆石坝(坝A和坝B)采用数字滤波方法,从测得的渗透率中滤除降雨,以评估降雨的影响。估计这两个大型堆石坝的渗流性能为稳态条件。业已证明,使用数字过滤器可将降雨引起的入渗量从测得的渗流中滤出,这将使分析大坝的渗流性能更加有效。这也表明,考虑降雨对土坝渗流行为的影响非常重要。大坝A的渗水率不受降雨的影响很大,因为渗水聚集在大坝体内,并通过钢管转移到大坝下游的V型堰。相反,在雨季,B坝的渗透率受降雨的影响很大。同样,通过简化方法,估计大坝A和B的核心区的渗透率分别为8.5××10-5-5cm / sec和2.7××10-5-5cm / sec。

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