老口航运枢纽库区新湾村防护工程方案比选  

Comparison of protection engineering schemes for Xinwan Village in reservoir area of Laokou Navigation Complex

作　　者：刘惠娟[1] LIU Hui-juan(Guangxi Vocational College of Water Resources and Electric Power,Nanning 530023,China)

机构地区：[1]广西水利电力职业技术学院,南宁530023

出　　处：《广西水利水电》2021年第5期84-86,共3页Guangxi Water Resources & Hydropower Engineering

摘　　要：以老口航运枢纽库区的新湾村防护工程为例,根据库区两岸的实际自然条件和工程综合指标对防护工程进行方案分析比选。推荐该防护工程的水位变动区护坡形式和护岸防护方案分别选用“钢丝网石笼护垫护坡(厚0.3 m)+土工布”方案和“压坡方案”。Taking the protection engineering for Xinwan Village in reservoir area of Laokou Navigation Complex as example,the protection engineering schemes were analyzed and compared in respects of the natural conditions on both banks of the reservoir area and comprehensive engineering indexes.The recommended slope protection form and bank protection form for the water level fluctuating area are respectively steel mesh gabion pad protection of 0.3m thick with geotextile and pressure slope scheme.

关 键 词：水库 防护工程 护坡形式 护岸形式 方案比较 老口航运枢纽 

分 类 号：TV861[水利工程—水利水电工程]