[1]李来武,杨火其,王文杰,等.钱塘江河口余姚岸段海堤底脚抛石防冲技术[J].浙江水利科技,2012,(03):042-43.
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钱塘江河口余姚岸段海堤底脚抛石防冲技术
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《浙江水利科技》[ISSN:1008-701X/CN:33-1080/TV]

卷:
期数:
2012年03期
页码:
042-43
栏目:
设计与施工
出版日期:
2012-06-30

文章信息/Info

作者:
李来武;杨火其;王文杰;
浙江省水利河口研究院;
关键词:
钱塘江河口余姚岸段抛坝促淤海堤抛石底脚防冲
摘要:
钱塘江河口南岸余姚岸段处于深水、潮强、流急的尖山河湾凹岸,为了实现钱塘江河口余姚岸段的综合整治目标,需要通过抛坝促淤,使涂面淤涨,才能围涂和建设标准海堤。新建海塘底脚采用深水促淤抛石坝来满足海塘的底脚防冲要求,节省了工程投资,加快了施工进度。通过抛筑丁坝群则能进一步提高海堤底脚的防冲稳定安全性。

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备注/Memo

备注/Memo:
基金:浙江省科技计划项目(2010C33164)
更新日期/Last Update: 2012-06-30