检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:陈华剑 CHEN Hua-jian(Jiangxi Ganyu Engineering Construction Co.,Ltd,Nanchang 330000,China)
机构地区:[1]江西赣禹工程建设有限公司,江西南昌330000
出 处:《云南水力发电》2023年第9期237-241,共5页Yunnan Water Power
摘 要:以新疆叶县江卡渠首除险加固项目作为研究背景,针对工程现状泄洪闸冲沙闸老旧损毁严重、泄洪道冲刷岸坡垮塌的现状,在工程地质条件基础上,对河道的冲淤演变进行了分析,复核了渠首的规模和调动能力,并提出拆除闸室底板浆砌石而后浇筑混凝土,拆除重建冲砂闸和泄洪闸后消能设施及导流堤,对上游导流堤进行护坡加固的系统方案。有效解决了江卡渠首的稳定性安全问题。In this paper,the research background is Jiangka CanalHeadReinforcement Project in Yexian County,Xinjiang.In view of the current situation of the project,the sluice and scouring sluice are seriously damaged,and the flood control channel is scouring the bank slope and collapsing.On the basis of engineering geological conditions,the evolution of erosion and sedimentation in the river channel was analyzed,and the scale and mobilization capacity of the canal head were reviewed.And a systematic plan was proposed to dismantle the masonry of the bottom plate of the gate chamber and then pour concrete,dismantle and rebuild the energy dissipation facilities and diversion embankment behind the flushing and flood discharge gates,and reinforce the upstream diversion embankment with slope protection.It effectively solves the stability and safety issues of the Jiangka Canal Head.
分 类 号:TV871.3[水利工程—水利水电工程]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.200