Internal erosion under spillway rested on an embankment dam

Q4 Earth and Planetary Sciences International Journal of Mining and Geo-Engineering Pub Date : 2015-12-01 DOI:10.22059/IJMGE.2015.56112
M. Sedghi-Asl, M. Parvizi, Mohsen Armin, R. Flores-berrones
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引用次数: 8

Abstract

In this paper we investigate the mechanism of internal erosion caused in the right abutment of the Shahghasem dam’s spillway. Shahghasem dam is an earthen dam located in Yasouj, in southwest of Iran. A significant hole and pipe have been observed in the corner of the right abutment from upstream view. The foundation is Marlstone, which has low cohesion and susceptible for internal erosion and piping in some conditions. Going through details of the design maps has shown that Lane’s criteria for selecting safe dimensions of the seepage control measures have not been considered properly. A series of the supportive walls are designed to attach to the right part of the spillway in order to increase the length of seepage. The pipe route of the erosion should also be grouted with high quality concrete.
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溢洪道内部侵蚀作用于堤防坝体上
本文对沙格塞姆大坝溢洪道右坝肩内冲机理进行了研究。Shahghasem大坝是位于伊朗西南部Yasouj的一座土坝。从上游看,右侧桥台角处有明显的孔洞和管道。地基为泥灰岩,粘聚力较低,在某些条件下易受内冲和管道的影响。通过对设计图纸的详细分析,可以看出,防渗措施安全尺寸选择的莱恩准则没有得到很好的考虑。一系列的支撑墙被设计附着在溢洪道的右侧,以增加渗流的长度。侵蚀的管道路线也应灌浆优质混凝土。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
International Journal of Mining and Geo-Engineering
International Journal of Mining and Geo-Engineering Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
0.80
自引率
0.00%
发文量
0
审稿时长
12 weeks
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