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Seepage problems in the right abutment of the Shahid Abbaspour dam, southern Iran

机译:伊朗南部Shahid Abbaspour大坝右岸的渗漏问题

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In this study, seepage phenomena through the right abutment of Shahid Abbaspour dam are investigated. The Shahid Abbaspour dam is a 200 m high arch dam, which regulates the waters of the Karun River, serves power generation, and flood control and irrigation needs. The dam site lies in the Zagros Mountains of southern Iran. This region presents continuous series of mainly of karstic limestone, marl, shale and gypsum ranging in age from Jurassic to Pliocene. The region has subsequently been folded and faulted. Seepage from the Shahid Abbaspour reservoir occurs mainly through the karstic limestone. The basic foundation treatment of the dam consisted of consolidation grouting, a high-pressure grout curtain and a drainage curtain. Moreover, a 144 m high and 30 m wide concrete cutoff wall was built to prevent reservoir seepage through a clay-filled fracture zone in the right abutment. The grout curtain penetrates the "Principal Vuggy Zone" only beneath the central portion of the dam and below the cutoff wall. In the right abutment fan curtains were constructed to reduce drainage flows, but the seepage problem could not be solved. In order to determine the seepage direction and karstification pattern, hydrogeological studies have been carried out. Additional investigation boreholes have been drilled to monitor fluctuations in groundwater level. Besides these, water chemistry, dye tracer, pinhole and XRF tests have been earned out. As a result of these studies, seepage paths have been identified in the karstic limestone in the right abutment of the dam.
机译:在这项研究中,研究了Shahid Abbaspour大坝右岸的渗漏现象。 Shahid Abbaspour大坝是200米高的拱坝,可调节Karun河的水域,满足发电,防洪和灌溉的需要。该坝址位于伊朗南部的扎格罗斯山脉。该地区呈现出一系列连续的岩溶石灰岩,泥灰岩,页岩和石膏,其年龄从侏罗纪到上新世。该区域随后被折叠并断裂。 Shahid Abbaspour水库的渗漏主要通过岩溶石灰岩发生。大坝的基础处理包括固结灌浆,高压灌浆幕和排水幕。此外,建造了144 m高和30 m宽的混凝土防渗墙,以防止储层通过右基台中充满粘土的裂缝带渗出。灌浆帷幕仅在大坝中央部分下方和防渗墙下方穿透“主要Vuggy区”。在右基台上建造了扇形幕布以减少排水流量,但渗流问题无法解决。为了确定渗流方向和岩溶作用模式,已经进行了水文地质研究。已经钻了更多的调查钻孔,以监测地下水位的波动。除此之外,还进行了水化学,染料示踪剂,针孔和XRF测试。这些研究的结果是,在大坝右岸的岩溶石灰岩中确定了渗流路径。

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