嫩江白沙滩险工护岸工程设计  

Design of revetment engineering for Baishatan critical levee section of Nenjiang river

作　　者：黄俊[1] 田伟峰[1] 李佩南[1] 王禹 

机构地区：[1]中水东北勘测设计研究有限责任公司,吉林长春130021 [2]中国水利水电第二工程局有限公司,北京100120

出　　处：《东北水利水电》2012年第10期1-2,14,共3页Water Resources & Hydropower of Northeast China

摘　　要：白沙滩险工段处于嫩江主流凹岸顶流冲刷区,陡岸岩性主要是细砂,平均每年以2 m的速度坍塌退岸,针对运行期不同设计水位等条件分别采取不同护坡、护岸型式,通过工程实施,取得了在粉细砂基础上进行坡式护岸设计的成功经验。The Baishantan critical levee section is located in Nenjiang river master stream concave bank erosion area.The main lithology of steep bank is fine sand,and then the average collapse speed of bank reached 2m per year.The different types of slope protection and bank protection are adopted respectively according to different design water level in operation period,which gets successful experience of the slope type design on the fine sand foundation revetment by through the project implementation.

关 键 词：险工护岸 模袋混凝土 软体沉排 嫩江白沙滩 

分 类 号：TV122.21[水利工程—水文学及水资源]