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Investigating the Effectiveness of Road-related Mitigation Measures under Semi-controlled Conditions:A Case Study on Asian Amphibians 被引量:5
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作者 Yun WANG Jiayu LAN +6 位作者 Hongping ZHOU Lei GUAN Yudi WANG Yongshun HAN Jiapeng QU Syed Asifullah SHAH Yaping KONG 《Asian Herpetological Research》 SCIE CSCD 2019年第1期62-68,共7页
Road traffic is the main factor causing the decline in amphibian populations worldwide. The proper design of an amphibian tunnel is one of the most efficient measures to mitigate the negative impacts of road traffic o... Road traffic is the main factor causing the decline in amphibian populations worldwide. The proper design of an amphibian tunnel is one of the most efficient measures to mitigate the negative impacts of road traffic on amphibians. However, no study has investigated the effectiveness of amphibian tunnels under semi-controlled conditions in Asian amphibians. Here, we selected two representative amphibian species, the Chinese brown frog, Rana chensinensis, and the Asiatic toad, Bufo gargarizans, which suffer the most severe road mortality along the roads in Northeast China. We placed experimental arrays of culverts of various sizes(diameters of 1.5, 1, and 0.5 m for circular culverts; side lengths of 1.5, 1, and 0.5 m for box culverts), and substrate type(soil, concrete, and metal) to examine the preferences of both species during the migratory season between May and September in 2016 and 2017. The results revealed that the Chinese brown frog preferred mid-and large-sized culverts as well as soil culverts. We concluded that culverts with a side length ≥ 1 m, lined with soil, and accompanied by a ≥ 0.4 m high guide drift fence and ≤ 45° gradient on the roadside ditch wall would best facilitate road crossings for both species and likely for other amphibian species in Northeast China. 展开更多
关键词 AMPHIBIAN tunnels crossing structure drift FENCE highway roadside ditch ROAD ecology
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公路盖板边沟承载力分析及对策
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作者 赵健 《国防交通工程与技术》 2015年第4期56-59,共4页
在公路排水系统中,盖板边沟是过村路段的主要排水形式。在某些情况下,盖板边沟需承受汽车荷载,而普通盖板不考虑这种情况,规范中也没有明确规定。参考公路桥涵规范关于受弯构件承载力计算理论和砌体短柱偏心受压承载力计算方法,分别对... 在公路排水系统中,盖板边沟是过村路段的主要排水形式。在某些情况下,盖板边沟需承受汽车荷载,而普通盖板不考虑这种情况,规范中也没有明确规定。参考公路桥涵规范关于受弯构件承载力计算理论和砌体短柱偏心受压承载力计算方法,分别对盖板和边沟侧墙进行强度分析,分析结构承载力的因素和变化规律,通过改变盖板厚度、配筋和侧墙受压面积提高边沟整体强度,为满足边沟的承载功能提供对策。 展开更多
关键词 边沟 盖板 汽车荷载 承载力 改进措施
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Design of Shallow Dish Roadside Ditch in Arid Area——Taking Highway 304 Line from Yanchi to Hongjing in Ningxia Province as an Example
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作者 胡晋茹 张峻峰 李元 《Agricultural Science & Technology》 CAS 2014年第12期2236-2239,2263,共5页
In this study, the shallow dish cross-section roadside ditch was designed, based on highway 304 line from Yanchi to Hongjing of Ningxia Province. The hy- draulic calculation of the shallow ditch obtained the correspon... In this study, the shallow dish cross-section roadside ditch was designed, based on highway 304 line from Yanchi to Hongjing of Ningxia Province. The hy- draulic calculation of the shallow ditch obtained the corresponding water outlet dis- tance of the ditch with the width of 1.5 m or 2 m suitable for local use under dif- ferent groove longitudinal slope conditions. And the key roadside ditch construction techniques and suitable grass species were introduced. 展开更多
关键词 Shallow-dish cross-section roadside ditch Hydraulic calculation Water outlet distance
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郑汴公路路尘、路沟底泥和路旁土壤重金属分布 被引量:17
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作者 马建华 李剑 《西南交通大学学报》 EI CSCD 北大核心 2008年第2期285-291,共7页
以运营40多a的郑汴公路杏花营路段为研究对象,在采样断面上,按离开公路路基的距离不同布设土壤采样点,用F-AAS法测定土壤中Ni,Cu,Zn和Cr的含量。用GF-AAS法测定Pb和Cd的含量,结果表明,汽车尾气排放、汽车机件间以及车轮与路面间磨... 以运营40多a的郑汴公路杏花营路段为研究对象,在采样断面上,按离开公路路基的距离不同布设土壤采样点,用F-AAS法测定土壤中Ni,Cu,Zn和Cr的含量。用GF-AAS法测定Pb和Cd的含量,结果表明,汽车尾气排放、汽车机件间以及车轮与路面间磨损产生的颗粒物导致路面粉尘、路沟底泥和路旁土壤重金属积累;公路北侧路沟和土壤采样点的重金属含量普遍高于公路南侧相应采样点;路面粉尘中大多数重金属含量低于路沟底泥,而高于对照样和公路两侧300m范围内的土壤重金属平均含量;路旁土壤中大部分重金属的最高含量不在路基处,而出现在距路基20-50m之间,然后逐渐下降至对照值;郑汴公路交通对两侧土壤环境的影响范围超过300m,300m范围内均发生了不同程度的重金属污染,其中100m范围内发生了中度至重度污染;Cd,Cr和Pb是最主要的公路源污染元素。 展开更多
关键词 郑汴公路 路面粉尘 路沟底泥 路旁土壤 重金属污染
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路侧宽容性边沟形式选择与设计研究 被引量:3
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作者 梅秀荣 郑平 陈飞 《交通科技与经济》 2008年第1期29-31,共3页
路侧边沟在形式选择与设计中,往往关注其功能性,忽略其安全性。边沟形式的选择、断面尺寸的确定存在着"传统化"和"标准化"现象。分析了宽容性边沟形式及其适应性,然后结合工程实例进行研究,选取具体工程典型路段进... 路侧边沟在形式选择与设计中,往往关注其功能性,忽略其安全性。边沟形式的选择、断面尺寸的确定存在着"传统化"和"标准化"现象。分析了宽容性边沟形式及其适应性,然后结合工程实例进行研究,选取具体工程典型路段进行了边沟水力计算,且通过选用不同形式的边沟进行计算比较。研究表明,边沟形式的选择不应只依据排水的要求,还要结合路侧地形地貌、路基填挖高度以及对行车安全等方面灵活选取,体现宽容设计理念。 展开更多
关键词 路侧 宽容性 边沟形式 水力计算
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