Study on the snowdrift disaster influenced by w-beam barrier used in expressway北大核心CSCD

Snowdrift is one of the most typical snow disaster forms of road traffic in Xinjiang area. Its impact on road traffic is mainly reflected in reducing driving visibility and causing traffic interruption induced by a large amount of snow on the road surface. The snowdrift disaster along the road in Xinjiang area shows the characteristics as many points,long lines and wide spread occurring with uneven distribution in time and space. Snowdrift question involves wind field,snow distribution field,temperature field and humidity field coupling,which is a very complex scientific problem. At the same time,the prevention and control of snowdrift disasters is also a practical problem that needs to be solved urgently in the construction and operation of road traffic infrastructure in cold areas. For expressways in areas of frequent snowdrift occurring,its snowdrift disaster caused by the w-beam barrier is becoming more and more obviously. But there is still a lack of in-depth research on the w-beam barrier,which is one kind of auxiliary facilities of the highway deepening the snowdrift disaster. In view of the status mentioned above and in order to explore the causes and prevention methods to snowdrift disaster by w-beam barrier,on the background of Beijing-Urumqi Expressway（G7）engineering,the field model tests of the w-beam barrier,the cable barrier and the no barrier embankment were designed. The study also combined with numerical simulation and highway field investigation and other methods in order to verify each other. In the meantime,the influence of the w-beam barrier and cable barrier on the road snowdrift disaster of the highway is studied,and the distribution law of wind field and snow field on the embankment surface with w-beam barrier and cable barrier is obtained. The results show that the snowdrift velocity increases from the foot of the embankment on the upwind side till to the w-beam barrier installed at the shoulder of or the central divider of the road. Then it moves to the road surface through the gap in the lower part of the w-beam barrier. At this time the w-beam barrier disturbs the wind field near the ground,causing a weak wind area to appear behind the beam,resulting in a large number of snow particles deposited. Especially when the lower gap of the w-beam barrier is filled with snow,the road area behind the w-beam barrier covers the driving lane with snow,which seriously affects the road capacity. While the section without setting up a barrier or setting a cable barrier is conducive to the passage of snowdrift flow. Considering the uncertainty of future climate change,in order to better prevent the impact of snowdrift on traffic operation safety,it is proposed to replace the w-beam barrier in some areas with serious wind and snow disasters with cable barrier that meet the safety requirements of expressways. Moreover,other snowdrift protection measures such as snow fences,snow barriers and snow walls can also be adopted. The research results can provide useful reference for snow removal of the expressway and new expressway construction in the windy and snow areas of Xinjiang. © 2022 Science Press (China).     

中国风吹雪区划

分析了我国风吹雪及其变化趋势,指出风吹雪和雪崩不能放在一起区划的原因,提出了风吹雪区划的理论,原则,要求和区划单位系统,指标及方法,据此,把中国风吹雪区划分为２个区域,３个大区,１３个地带,３９个地区和１３１个区,使其更加显示出专门区划的特色。     

黑河上游冰沟流域典型积雪期水文情势

综合研究了黑河上游祁连山冰沟流域2008年积雪期水文情势,以积雪-冻土-径流为框架详细分析了该地区积雪水文特征.采用物质平衡计算了冰沟流域雪蒸发和融水值,并分析了冻土水热变化过程和融雪径流变化特征.积雪期降水总量达到204.6 mm,雪而蒸发为140.8 mm,雪面蒸发在积雪期水文循环中占有重要的位置.3月12日融雪开始,引起3次人规模的融雪峰值;整个融雪季,冰沟流域融雪径流总嚣为3.98×106m3.冻土解冻始于4月12日左右,随着气温升高,土壤含水量变化明显.地形和风速相巨作用,造成积雪的大规模重新分布.     

祁连山区风吹雪对积雪质能过程的影响

风吹雪是山区积雪水文过程的重要组成部分. 采用祁连山区冰沟流域2008年积雪期观测数据, 通过对风吹雪实地观测分析、风吹雪的发生概率、风吹雪迁移以及风吹雪升华等分析, 从野外观测、计算模拟两个方面对祁连山区风吹雪质能过程进行了详细探讨. 结果表明: 位于流域海拔较高处(海拔4 146 m)的研究区垭口站, 风吹雪现象较为显著, 因之造成的积雪重新分布极为严重. 垭口站风吹雪频发于冬季及初春融雪未发生时, 积雪在风速作用下迁移量较大; 而进入融雪期之后, 因气温上升、雪面融化以及再冻结, 风吹雪发生概率急剧减小. 风吹雪在积雪升华中占有较大比重, 2008年积雪期, 垭口站风吹雪升华估算值约占积雪升华(包括雪面升华)的41.5%.     

路侧波形梁护栏对分离式路基风吹雪雪害影响的仿真分析北大核心CSCD

对内蒙古自治区多条公路调查发现,设置有防撞护栏的路段雪害严重。由于风吹雪现场监测受降雪量、风力、时间等诸多因素限制,因此本文采用计算机仿真“数字风洞”的方法,选择分离式路基中典型的路堤断面形式,建立路基模型和防撞护栏模型,定量分析不同防撞护栏设置参数下公路横断面风速流场特性及其影响关系。通过对路面风速控制点的数据及路面整体风速云图分析发现,防撞护栏阻碍风吹雪的流动,导致路面风速大幅度降低使大量雪粒子沉积到路面上造成道路积雪,故在风吹雪多发地区分离式路基路段可通过放缓边坡坡度或采用缆索护栏以确保路侧安全的同时消除或减少雪害的发生。本研究结果可为多雪地区公路分离式路基路侧安全设计与养护提供理论基础与参考依据。     

新疆精(河)-伊(宁)铁路沿线雪害形成机制及其防治工程措施

天山西部的降雪丰富,伊犁河流域年最大雪深普遍超过60crn,中国科学院天山积雪与雪崩研究站和伊犁的最大雪深分别高达152crn和89cm。因此,天山西部山区风吹雪和雪崩灾害较多,严重影响着当地的交通安全。新疆精(河)-伊(宁)铁路经过的缓坡丘陵区是风吹雪灾害多发区,崇山峻岭区是雪崩灾害多发区。通过对铁路沿线的气象要素进行分析与推算,结果表明,该地区的最大风速平均值14．0m／s,30a-遇的最大风速与最大积雪深度分别为20．3m／S和160cm;平均冬季降水量153．2mm,为风吹雪灾害的发生提供了物质与动力条件。在风吹雪多发区,风吹雪的主要危害类型是路堑型风吹雪沉积,其次为低路堤型风吹雪沉积等。经过野外考察和室内分析,基本上查清了精(河)一伊(宁)铁路沿线风吹雪的发生与分布规律,并且针对性地提出了铁路在雪害多发区的设计原则和雪害防治方法。认为路堤防风吹雪的适宜高度为200～1500cm,路堤若低于200cm,路面上易发生风吹雪沉积;若路堤的边坡较陡,则路面上不易发生风吹雪沉积;路堑边坡的角度越小,路堑越深,路堑走向与主导风向的夹角越小,风吹雪沉积越不易发生;风吹雪的防治应以防风吹雪走廊和下导风板为主,并辅以侧导板、挡雪墙等工程。精-伊铁路雪崩灾害主要发生在崇山峻岭区,主要类型为坡面雪崩和坡面沟槽雪崩。阳坡雪崩多发生在降雪季节,雪崩危害相对较少;阴坡积雪不易融化,雪崩危害大。阴坡雪崩在整个冬季从开始下雪直到次年春季积雪融化以前都可发生,危害时期长。在雪崩灾害的多发区,铁路选线时明线工程最好能选在阳坡,永久性建筑物或设施要尽量避开沟槽雪崩的运动区和堆积区;铁路线横穿河流处,桥梁的桥墩和铁路延伸线一定要避开沟槽雪崩的运动区和堆积区,尽量选在两雪崩之间的山梁或山脊处,隧道出入口也要选在突出的山嘴或山梁等正地貌部位。在其他条件允许的情况下,线路应尽量向坡面的上部抬升。精一伊铁路沿线雪崩灾害治理原则：在所有的隧道出入口,隧道再向外延伸3m,上方再修建导雪堤,可保隧道口的安全;在工程建设过程中,要求尽量少地破坏铁路两侧的植被,特别是树林和灌木。     

锡林郭勒典型草原植被高度和盖度对风吹雪的影响

采用野外调查与风雪流实测的方法对内蒙古锡林郭勒大针茅典型草场风雪流与植被高度、盖度的关系进行了研究.结果表明:随着草场退化程度的减轻和草场植被高度、盖度的增大,下垫面粗糙度、积雪厚度和积雪量呈增大趋势,而近地表风速、移雪强度与上层含雪量则呈下降趋势.移雪强度与距地表高度,积雪深度与植被高度,积雪深度与盖度间均符合指数函数关系.中度、轻度退化草场和封育草场的积雪深度分别是重度退化草场的1.7、3.1和5.2倍.随着退化程度的增加,风吹雪灾害形成的可能性增大.加强草原保护与建设,对减轻风吹雪危害和积蓄积雪资源具有重要作用.     

Wind tunnel experimental study on shed tunnels to prevent and control blowing snow on highways北大核心CSCD

There is a severe phenomenon of blowing snow by wind in winter in Mayitas area of Xinjiang. Road traffic interruptions and casualties caused by wind and snow disasters often occur. The existing engineering measures can alleviate the problems of low visibility and problems with accumulating snow on pavement caused by wind and snow to a certain extent, but cannot completely eliminate the impact. Aiming at the problem that the blowing snow disaster difficult to be completely cured under strong wind conditions, a shed tunnel engineering treatment scheme is proposed, and a wind tunnel simulation experiment is carried out on the shed tunnel form and snow prevention scheme at the entrance of the tunnel. The wind tunnel experimental section is 8 m long, 1. 3 m horizontally wide and 1 m high. The shed tunnel model is made by 1:60 scale 3D printing method, the snow barrier model is made of wooden strips, and the simulation medium is made of fine sand, refined salt and sawdust. Firstly, three kinds of shed structures, including fully enclosed, overhanging and ventilated, were simulated under the condition of 90° wind direction, and compared with the form of blowing snow stacking. Three parameters for similarity were used:density, particle size and stacking shape. The similarity is determined by weighted Euclidean distance between simulation medium and blowing snow, the similarity of the slump angle of the predecessors is verified, and the most suitable medium for simulating blowing snow is deduced. According to the experimental results, combined with the actual situation of wind blowing and snow disasters in Mayitas, flow field of the closed shed tunnel by a wind direction angle of 30° has been separately conducted with or without protective measures. The results show that when the wind tunnel stacking experiment is used to study the deposition state of blowing snow under non-low temperature conditions, the sawdust has good similarity with the blowing snow in the process of wind and snow movement. A large amount of medium was poured into the ventilated shed during the experiment, which proved that its anti-wind and snow performance was not ideal. By contrast, the closed shed and the overhanging shed have better wind and snow prevention effects. The snow barrier has a good blowing snow inhibition function at the entrance. From the stacking experiment, in the comparison with and without snow barrier, volume of the medium in the shed is very different, which proves that the snow barrier can effectively prevent the blowing snow from entering the shed. Among them, the difference in wind speed inside and outside the shed is obvious, which proves that snow barrier can significantly reduce the wind speed outside the shed and has the function of inhibiting the formation of weak wind areas inside the shed. The study has confirmed that the shed tunnel project with suitable snow barrier layout plan for tunnel entrance protection is an effective means to control wind and snow disasters. For highway traffic in Xinjiang, it is a feasible solution to use shed tunnel engineering to control blowing snow disasters. After dealing with the snow deposition at the entrance of shed tunnel, the shed tunnel engineering form of low-cost environment integration and the vehicle operation safety guarantee measures of long-distance shed tunnel are the problems that need to be solved in the future. © 2022 Tianjin Press of Chinese Herbal Medicines. All rights reserved.     

京新高速(G7)新疆伊吾—木垒段风吹雪特征及危险度评价北大核心CSCD

位于新疆东天山北麓新建成的京新高速公路(G7)新疆伊吾—木垒段项目,跨越了北温带大陆干旱区、寒温带亚干旱区、亚寒带亚干旱区等气候区,经过山前冲洪积平原、剥蚀—堆积微丘区、台地、山间盆地低中山以及湖相沉积平原等地形地貌区域,通过对复杂的气象条件和多样的地形地貌以及对雪害的初步调查,结果表明:项目建设和运营中面临的主要问题是风吹雪灾害。本文通过风速风向远程监测、卫星遥感以及冬季现场雪情调查等多种研究方法,发现该公路沿线雪密度小、风向多变、风速大小和降雪量分布不均匀等易造成风吹雪灾害的特征,指出了风力强和降雪量大的路段范围。基于模糊综合评价法,建立适合于本条高速公路的风吹雪危险度评价模型,模型中考虑并选取自然和工程方面的8项影响因素,将这些影响因素与危险度评价指标形成隶属函数矩阵,根据隶属度最大原则对风吹雪危险度进行了评价,划分了京新高速(G7)新疆伊吾—木垒段的风吹雪路段危险度,模糊评价结果与现场雪情调研吻合较好,最后结合风吹雪最危险地段的路基形式,给出调整或增设防雪设施的建议。研究成果可为京新高速公路(G7)新疆段采取防风雪措施提供理论指导,为交安设施的动态调整和完善提供技术支持,这对保障寒区高速公路冬季运营安全及防灾减灾具有重要意义。     

积雪水文模拟中的关键问题及其研究进展

针对近年来积雪水文模拟研究的发展趋势, 在简要评述积雪模拟基本方法的基础上, 分别就各类方法的不同着眼点展开讨论, 从模拟方案的简繁、 积雪面积等重要状态变量在模型中如何体现等角度进行了叙述.针对我国青藏高原积雪特征, 提炼出现阶段空间分布式积雪水文模拟中的3个关键问题: 网格尺度积雪空间异质性的模拟、 风吹雪的空间参数化、 季节性冻土下垫面的融雪模拟. 分别就这些问题, 回溯了国内外最新研究进展, 强调了发展积雪衰减曲线在网格尺度积雪模拟中的重要性, 讨论了山区环境中具有操作性的风吹雪空间参数化方案, 分析了冻土下垫面融雪研究存在的一些具体问题.