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水、气边界可控/测的大尺寸模型槽试验系统

路紫辰 陈锐 王浩 陈子彬 郭浩文 黄俊文

岩土工程学报2024,Vol.46Issue(z1):37-42,6.
岩土工程学报2024,Vol.46Issue(z1):37-42,6.DOI:10.11779/CJGE2024S10035

水、气边界可控/测的大尺寸模型槽试验系统

A large-scale flume model test system with controllable/measurable hydraulic and gas boundary conditions

路紫辰 1陈锐 1王浩 1陈子彬 1郭浩文 2黄俊文1

作者信息

  • 1. 哈尔滨工业大学(深圳)土木与环境工程学院,广东 深圳 518055||广东省土木工程智能韧性结构重点实验室,广东 深圳 518055
  • 2. 香港科技大学土木与环境工程学系,香港 999077
  • 折叠

摘要

Abstract

The accurate evaluation of water-gas transport is important for pollution control in landfill earthen covers.With poor sealing effects,most of the existing model test instruments cannot accurately control the air pressure and simulate the boundary conditions of landfills.To solve this problem,a large-scale flume system with controllable/measurable boundary conditions is developed.The pore water pressure,pore air pressure and water content in the inclined cover layer are monitored to calculate the percolation,surface runoff and lateral drainage.Each side of the flume is sealed by squeezing the O-ring through the sleeve and inner/outer sleeve plates.After checking,the sealing devices ensure the effectiveness of the test system in evaluating the cover performances to minimize infiltration and gas emissions.The flume system is used to investigate the short-term performance of an inclined capillary barrier cover with Bermuda grass in coupled water-gas migrations under heavy rainfall.It is found that the final cumulative percolation through the cover accounts for 2.4%of the total rainfall depth.The suction in the top sand layer is higher than the breakthrough value during rainfall,indicating the effectiveness of capillary barrier.Also,the lateral drainage capacity is greatly underestimated,without considering the pore air pressure.

关键词

模型槽/边界条件/密封/水气耦合/土质覆盖层

Key words

flume model/boundary condition/sealing/coupled water-gas/earthen cover

分类

土木建筑

引用本文复制引用

路紫辰,陈锐,王浩,陈子彬,郭浩文,黄俊文..水、气边界可控/测的大尺寸模型槽试验系统[J].岩土工程学报,2024,46(z1):37-42,6.

基金项目

国家自然科学基金国际(地区)合作与交流项目NSFC-RGC(内地-香港)(52261160382) (地区)

广东省土木工程智能韧性结构重点实验室项目(2023B1212010004) (2023B1212010004)

深圳市科技计划项目(KQTD20210811090112003) (KQTD20210811090112003)

岩土工程学报

OA北大核心CSTPCD

1000-4548

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