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作 者:黄天 朱大伟[1] 邱晓东 HUANG Tian;ZHU Dawei;QIU Xiaodong(Jiangsu Surveying and Design Institute of Water Resources Co.,Ltd.,Nanjing 210029,China)
机构地区:[1]江苏省水利勘测设计研究院有限公司,江苏南京210029
出 处:《江苏水利》2024年第12期36-39,共4页Jiangsu Water Resources
摘 要:为保障里下河腹部地区的防洪安全,根据里下河流域气象、工程地质、农田及村庄分布等资料,调整了里下河滞涝圩防洪标准,并对圩堤堤身进行了设计,同时通过方案比选综合确定了堤防结构设计方案。比选结果表明,保庄圩隔堤加固方案采用土堤加固,滞涝圩与安全圩间圩堤加固方案采用土堤结合砖砌挡浪墙加固,现状堤后涉及鱼塘的滞涝圩圩堤加固方案采用土堤加固。In order to ensure flood control safety in the central area of the Lixia River,based on meteorological,engineering geological,agricultural and village distribution data in the Lixia River basin,the flood control standards for the waterlogging polder of Lixia River were adjusted,and the dike body was designed.At the same time,the dike structure design scheme was comprehensively determined through scheme comparison.The comparison results show that the reinforcement scheme for the Baozhuang embankment adopts soil embankment reinforcement,while the reinforcement scheme for the embankment between the waterlogging polder and the safety embankment adopts soil embankment combined with brick wave blocking wall reinforcement.The reinforcement scheme for the waterlogging polder involving fish ponds behind the current embankment adopts soil embankment reinforcement.
分 类 号:TV871[水利工程—水利水电工程]
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