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CANAL SEEPAGE REDUCTION BY SOIL COMPACTION

机译:压实土壤减少渠道渗水

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摘要

Canal lining for seepage reduction is extremely expensive. Compaction of soils duringthe construction of earthen dams is essential for seepage reduction. In an effort todetermine if simple in-situ vibratory soil compaction could minimize seepage losses,ITRC conducted large-scale tests on the sides and bottoms of five irrigation districtearthen canal. When the sides and bottoms were compacted, reductions of about 86%were obtained; reductions of 12 – 31% were obtained when only sides were compacted.
机译:减少渗漏的运河衬砌极其昂贵。压实过程中的土壤 土坝的建设对于减少渗漏至关重要。在努力 确定简单的原地振动土压实是否可以最大程度地减少渗漏损失, ITRC在五个灌区的侧面和底部进行了大规模测试 土渠。当侧面和底部被压实时,减少约86% 获得;当只压实侧面时,减少了12 – 31%。

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