王天巍, 余冰, 刘窑军, 李朝霞. 农村土质道路路面形态对道路侵蚀的影响[J]. 农业工程学报, 2016, 32(19): 162-168. DOI: 10.11975/j.issn.1002-6819.2016.19.023
    引用本文: 王天巍, 余冰, 刘窑军, 李朝霞. 农村土质道路路面形态对道路侵蚀的影响[J]. 农业工程学报, 2016, 32(19): 162-168. DOI: 10.11975/j.issn.1002-6819.2016.19.023
    Wang Tianwei, Yu Bing, Liu Yaojun, Li Zhaoxia. Impacts of road surface shape on soil erosion of rural unpaved road[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2016, 32(19): 162-168. DOI: 10.11975/j.issn.1002-6819.2016.19.023
    Citation: Wang Tianwei, Yu Bing, Liu Yaojun, Li Zhaoxia. Impacts of road surface shape on soil erosion of rural unpaved road[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2016, 32(19): 162-168. DOI: 10.11975/j.issn.1002-6819.2016.19.023

    农村土质道路路面形态对道路侵蚀的影响

    Impacts of road surface shape on soil erosion of rural unpaved road

    • 摘要: 路面形态作为道路微结构的表现形式,改变道路降雨侵蚀特征,对调节道路系统水沙传递过程有重要意义。本文以拱形、侧向形、平直形、凹形等4种常见路面形态为研究对象,通过室内模拟降雨试验,研究坡度(5°、10°、15°)及路形差异下,道路侵蚀特点。结果表明:路形对产沙的影响高于产流,路形通过改变路面径流的水力学特征来改变产沙特性;在坡度10°和15°时,凹形路面径流流态为急流,流速最大,土壤侵蚀率显著高于其他路形,且侵蚀泥沙颗粒粒径较大;在坡度5°和10°时,拱形和平直形路面水流流态为缓流,拱形路面产流产沙能力最弱,抵抗降雨侵蚀的能力最好。凹形和平直形路面对坡度的敏感性较高,随着坡度提升,产沙量和水流能量均有大幅提高,坡度对拱形和侧向形影响较弱。路形差异导致侵蚀特征迥异,在道路设计建设过程中,科学的路形搭配和"路-渠"组合能有效防治道路侵蚀,降低道路建设对生态环境的影响,该研究可为农村低等级道路建设和维护提供参考。

       

      Abstract: Abstract: Unpaved rural roads are thought to be one of the major sources of sediment in small watershed. Measurements of erosion from unpaved roads in rural regions will be taken to improve our ability to predict the delivery of sediment and its effects on water quality. Road surface shape is an important parameter of the road micro-structure. The road surface shape change the erosion features and play a great role in altering the runoff-sediment transportation processes of the road system. In this paper, 4 typical road surface shapes in rural regions of China were chosen to study the impact of surface shape on road erosion. Soil was sampled from rural road surface. After air dried and sieved through a 2 mm screen, soil was filled in a soil bin with the bulk density of 1.65 g/cm3, which was the most common soil bulk density of unpaved road in study area by field survey. The surface of soil was shaped in convex, lateral, flat, and concave to simulate 4 common road surface shapes. The slope of lateral pavement was set to 4°, and the radian of arch pavement (including concave and convex) was set to 0.1. All of the simulated roads were tested in treatments with 3 slopes, which were 5°, 10° and 15°. American SPRACO cone nozzles were used in rainfall simulation with the vertical height of 4.75 m from the ground. The rainfall intensity was 60 mm/h, and the rainfall duration was 45 min. Runoff and sediments were collected in every 3 min. The runoff coefficient, soil loss rate and a set of hydraulic parameters such as Reynolds number, Froude number and Manning's roughness coefficient were calculated after experiment. The results showed that the runoff was generated rapidly on road surface. High bulk density of pavement soil led to less infiltration and larger runoff coefficient. The initial runoff-yielding time of all types of roads was in 30 s, and the runoff coefficient was greater than 70%. The impacts of shapes on sediment production were much higher than that on runoff generation, so the capability of shapes in changing the hydrological characteristics of the road surface flow was much more important to sediment. The concave road received the highest soil loss rate due to the highest flow velocity and erosivity. Totally speaking, the flow pattern on concave was determined as torrent flow while that on convex and lateral road was subcritical flow. The eroded sediment particle sizes on convex and lateral were much smaller than that on concave and flat. The soil erosion on convex road was the lightest for the micro-structure on erosion controlling. The sensitivities of concave and flat road to slope degree were higher, and sediment production and flow erosivity had great enhancement with the increasing of slope degree. Differences of road surface shapes led to different erosion characteristics. Optimized combination of different road shapes and "road-canal" can reduce the impacts of road construction on the surroundings in the future road design to the most extent.

       

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