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考虑抗冻胀的灌区渠道横断面设计分析

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冻胀破坏是寒冷地区防渗渠道设计过程中需特别注意的问题之一。文章以乌苏市古尔图灌区渠道为研究对象,针对不同的渠道衬砌材料,选定经济最佳断面和水力最佳断面,并根据项目区实际情况,确定渠道横断面尺寸及糙率取值。对基础为冻胀性土段,进行抗冻胀设计,计算冻深、地表冻胀量及置换深度。并根据置换材料来源、施工工艺、适用范围、抗冻胀效果、造价等方面进行比选。推荐采用质量达到要求、耐久性好且工程造价较低的砂砾石作为抗冻置换材料,其成果可为类似工程提供参考。
Analysis of cross-section design for irrigation channels considering frost heave resistance
Frost heave failure is one of the problems that should be paid special attention in the design of anti-seepage channels in cold areas.This paper takes the canal in Guertu Irrigation District of Wusu City as the research object.According to different canal lining materials,the optimal economic section and the optimal hydraulic section are selected,and the cross section size and roughness of the canal are determined according to the actual situation of the project area.The frost heave resistance design was carried out for the frost heave soil section,and the frost heave depth,surface frost heave amount and displacement depth were calculated.And according to the replacement material source,construction technology,scope of application,anti-frost heave effect,cost and other aspects of the comparison.It is recommended to use sand gravel with good quality,good durability and low engineering cost as antifreeze replacement material,and its results can provide reference for similar projects.

irrigation districtchannel cross-sectionliningfrost heave resistancereplacement material

宋立冬

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塔城水利设计研究院有限公司,新疆塔城 834700

灌区 渠道横断面 衬砌 抗冻胀 置换材料

2025

东北水利水电
水利部松辽水利委员会

东北水利水电

影响因子:0.174
ISSN:1002-0624
年,卷(期):2025.43(1)