摘要
研究了下挖通道处的排水系统和小于淤积坡度路段路表排水系统。对于下挖通道排水系统,提出了渗井、防雨棚、蒸发池和泵站4种排水方案,并对这4种方案进行了对比和评价。在路肩以及中央分隔带的路缘带设置的纵向集水沟与路基边坡上的急流槽等组成了小于淤积坡度路段路表排水系统。结果表明:防雨棚适用范围广,蒸发池仅适用于干旱和半干旱地区,泵站可应用于立交或比较重要的通道;小于淤积坡度路段路表排水系统不会发生失稳破坏,经济效益好,不易淤积。
The drainage systems for the channel lower than the ground and the section with the slope less than the deposit slope were studied. Four types of drainage systems for the channel lower than the ground,including seepage well,waterproof shed,evaporation pool and pump station,were suggested and compared. The drainage system in the section with the slope less than the deposit slope included the collecting water ditches and the rapid gutters in the slopes of subgrade etc. Results show that,waterproof shed can be used widely,evaporation pool can only be used in arid area,and pump station can be used in intersections and important channels; the drainage system for the section with the slope less than the deposit slope is stable,and has good economic efficiency and can be used for long time without deposit.
出处
《重庆交通大学学报(自然科学版)》
CAS
北大核心
2010年第2期211-215,共5页
Journal of Chongqing Jiaotong University(Natural Science)
基金
交通运输部西部交通建设科技项目(200431800004)
关键词
道路工程
高速公路
低路堤
排水系统
下挖通道
road engineering
freeway
low filled embankment
drainage system
channel lower than the ground