透水框架群促淤护滩效果研究II:分层分时施工
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Effects of deposition promotion and beach protection with penetrating frame groupsⅡ:Multi-layer and multi-time construction
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    摘要:

    透水框架群在航道整治护滩工程中常采用一次性施工到位的方式。这种施工方式不能充分利用透水框架的高度,会造成透水框架群堆积高度不理想。提出利用先期实施1~2层透水框架群淤积后的地形,再实施1~2层透水框架群,即分层分时实施透水框架群的施工方式。水槽概化试验表明,分层分时实施透水框架群可充分利用先期实施后淤积的地形,达到理想的堆积高度,从而有效提高透水框架群的促淤效果。

    Abstract:

    In waterway regulation and beach protection projects,penetrating frame groups are usually completed by one-time construction.This construction method could not fully exploit the advantage of the height of penetrating frame groups,resulting in the unsatisfactory accumulation height of frame groups.It is proposed to use the topography after siltation of 1~2 permeable frame groups in advance,and then implement 1~2 permeable frame groups,that is,the construction method of permeable frame group is implemented by multi-layer and multi-time construction.The generalized flume test showed that this method could fully exploit the deposition topography after the early implementation and reach the ideal height of accumulation,so as to effectively improve the silting effect of the penetrating frame groups.

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潘美元,王晓燕,王欣霖.透水框架群促淤护滩效果研究II:分层分时施工[J].水运工程,2018(12):12-15.

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  • 在线发布日期: 2018-12-11
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