浅析高地下水位区域渠道衬砌形式  

Analysis of Canal Lining Forms in High Ground Water Level Regions

作　　者：陈蕾[1] Chen Lei(Xinjiang Water Resources and Hydropower Survey,Design and Research Institute Co.,Ltd.,Urumqi 830000,China)

机构地区：[1]新疆水利水电勘测设计研究院有限责任公司,新疆乌鲁木齐830000

出　　处：《吉林水利》2024年第7期37-40,共4页Jilin Water Resources

摘　　要：高地下水位渠道衬砌的施工难度大、周期长,通过优化衬砌形式可大大降低施工难度和施工周期。现阶段的高地下水位渠道多采用刚性和柔性衬砌两种形式,通过对格宾石笼衬砌、现浇混凝土板衬砌两种形式的水利条件、施工条件、投资情况等进行综合比选,最终确定渠道全断面采用格宾石笼衬砌。在新疆地区,许多渠道目前仍为土渠,在改建过程中,适当降低格宾石笼的厚度,可为类似的改建和新建项目提供借鉴和参考。The lining of channels with high groundwater levels is difficult to construct and takes a long time.Optimizing the lining form can greatly reduce construction difficulty and construction period.At present,both rigid and flexible lining forms are commonly used for high and low water level channels.Through a brief introduction to the Gebin gabion lining and cast-in-place concrete slab lining,and a comprehensive comparison of the water conservancy conditions,construction conditions,investment situation,etc.of the two forms,the Gebin gabion lining form is finally determined.There are still many channels in the Xinjiang region that are soil channels.In the process of reconstruction,analyzing the structural form of the channel lining can appropriately reduce the thickness of the gabion,which has a certain reference and reference value for similar reconstruction and new construction projects.

关 键 词：渠道 高地下水位 衬砌形式 

分 类 号：TV672[水利工程—水利水电工程] TV223.4