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.     

华北平原沧县隆起边界断裂的第四纪活动性及深部构造特征

沧东断裂是渤海湾裂谷盆地西侧规模最大的正断层,也是沧县隆起与黄骅坳陷的分界断裂,其活动和发展直接控制了沧县隆起和黄骅坳陷的发育与演化。采用近三十年来横跨沧东断裂不同段落获取的5条浅层地震勘探成果资料,并结合测线附近的钻孔资料,深入研究沧东断裂的第四纪活动性及深部构造特征。浅层地震勘探结果发现,沧东断裂上断点埋深从南至北由深变浅,但集中在埋深118～300 m范围,错断的最新地层为中更新统,推断其最新活动时代为中更新世,而且断裂的活动时代未发现具有分段性特征。进一步综合深地震反射、大地电磁测深、沧州地区小地震分布与中强地震震源机制等资料,对沧东断裂的深部构造特征分析后发现,沧东断裂具有典型的铲状正断层特点,在深度10 km左右转为了近水平延伸,沧东断裂并非区域上主要控震断裂,或者只是低风险活动断裂,未来发生中强地震的风险可能相对较低。     

鄂尔多斯盆地JX井延长组砂岩固碳潜力分析

神华集团在我国CO₂地下埋藏的潜在目标区(鄂尔多斯盆地)实施的CO₂注入工程仍存在有关其注入层之上泥岩盖层安全性方面的争议.通过对与神华集团CO₂注入井相邻且钻遇地层系统、岩石组合一致的JX井三叠系延长组(位于注入层之上)的研究预测一旦CO₂透过盖层后的再续固碳能力.研究层位岩屑样品类型主要为长石砂岩和岩屑长石砂岩,其次为岩屑砂岩和岩屑石英砂岩;其物源区岩石类型主要为长英质火山岩、其次为中性火山岩及少量富含石英的沉积岩,具中性斜长岩成分特征;其上段(466~534 m)及下段(666~958 m)砂岩母岩受到弱-中等化学蚀变,并可能经历了再旋回过程;中段(534~666 m)砂岩母岩未受化学蚀变影响,并可能为第一次旋回沉积物.作为潜在的CO₂再续固碳场所,延长组砂岩具有实现CO₂矿物圈闭的物质条件及形成片钠铝石、方解石、铁白云石和菱铁矿等固碳矿物的潜力.     

黄河头道拐水沙变化多元驱动因子贡献率分析

根据1950—2010年水沙实测资料,采用统计分析方法,通过构建非线性响应模型,辨识了水沙变化主导驱动因子,定量评估了多因子对黄河上游头道拐水沙变化的贡献率.结果表明:头道拐1950—2010年多年平均径流量减少速率为2.23亿m3/a,多年平均输沙量减少速率为0.027亿t/a,1987—2010年径流泥沙减少趋势更为明显,同期输沙量减幅明显大于径流量减幅;1969—2010年气候因子和下垫面因子对头道拐站年径流模数和年输沙模数变化的贡献率均约为2:8,下垫面因子明显占主导地位,其中宁蒙灌区年引水量对年径流模数变化的贡献率最大,达到42%,龙羊峡和刘家峡等水库运用对年输沙模数变化的贡献率最大,达到34%.预计今后兰州以上径流变化和兰州至头道拐区间主要支流来沙变化两大自然因素将是头道拐水沙变化的主导因子;灌区引水和支流水土保持综合治理减沙对头道拐水沙变化的贡献率将居主导地位.     

下一代重力卫星任务研究概述与未来展望

近20年来,利用重力卫星研究地球系统的质量分布得到了广泛的发展,使人类对发生在大气、水圈、海洋、极地冰盖等地球圈层的动态过程有了更为深刻的理解。现阶段重力卫星主要包括挑战性小卫星有效载荷计划、地球重力场恢复及气候探测计划（gravity recovery and climate experiment,GRACE）,地球重力场稳态海洋环流探测计划和GRACE后续任务,回顾其发展历程,简要说明其在地球重力场解算的研究进展及存在的问题。为了改善现阶段重力卫星的缺点,国际上各研究机构为下一代重力卫星任务（next generation gravity mission,NGGM）提出众多远景规划和模拟分析,梳理了国际上提出的12种下一代重力卫星任务的任务概念、预期精度及任务状态。为了更加清晰介绍NGGM和整体把握其进展,根据星座构型和卫星载荷技术将其划分为4类,即Sharifi型重力卫星星座、Bender型重力卫星星座、星链型重力卫星星座和量子型重力卫星星座,并综合分析其性能,尝试性地给出相应的参考性实施建议。     

妇科盆腔占位病变的CT诊断及临床特点

目的:通过临床及手术病理对照,分析了46例妇科盆腔占位病变的CT表现,探讨这种占位病变的CT征象及临床特点。材料及方法:46例患者CT检查全部平扫,其中21例行增强扫描,观察CT对妇科盆腔占位病变的定位及定量的价值,总结CT变化的规律。结果发现46例69个病灶,其中单发病灶24个占34.78%,2个病灶的32个占46.38%,2个病灶以上的13个占18.84%,结论:目前CT扫描成像对妇科盆腔占位病变的定位、定量及定性都有特点,方便快捷应为首选。     

印尼马都拉海峡盆地晚渐新世至早中新世珊瑚生物礁特征及其古地理指示

马都拉海峡盆地属特提斯构造域东段,晚渐新世至早中新世裂后稳定沉降时期沉积大面积碳酸盐岩,是区内最重要的油气储层之一.为探讨该时期盆地演化模式,依据马都拉海峡盆地钻遇库炯组的钻井数据和岩心照片以及约120 km长的二维地震数据,通过井沉积相和地震相分析,将盆地地震相划分为6种类型,识别出库炯组珊瑚生物礁以区内F₆反转断裂带为界具有明显的南北分区特征.依据珊瑚生物礁生长发育所需特殊环境,认为马都拉海峡盆地裂后沉降期被一系列EW向正断层分为中南部浅海陆架开阔台地区和北部相对深水区,呈现出"南高北低"的古地理特征.      

地震映像勘探在工程场地地震安全性评价近场区工作中的应用

在第四系覆盖区工程场地地震安全性评价近场工作中,活动断层的探测是一项重要工作,在目标层埋深几十米的情况下,地震映像勘探是进行断层探测的有效物探手段,结合唐山北郊热电2×300MW机组建设场地、沽源电厂建设场地的地震安全性评价中的应用实例,表明该方法进行断层探测具有明显的效果。     

海南文昌地区和北部湾地震周期性活动的探讨

正1966年美国帕克费尔德地震,美国地震科学家发现该地区的地震规律,即是每隔22年,该地区会发生一次6.0级左右的地震,这是历史上有名的周期性预测地震。最近发生一次周期性地震,是2017年9月19日墨西哥7.1级大地震,地震造成了上百人死亡。发生地震时墨西哥正在进行32年前该地区的大地震纪念活动,墨西哥在同一个地方也曾发生过7.0级大地震。地震活动的时空周期性是