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An extreme monsoonal heavy rainfall event lasted for nine days and recurred in the interior of northern south China from June 13 to 21, 2022. Using regional meteorological stations and ERA5 reanalysis data, the causes of this extreme monsoonal rainfall event in south China were analyzed and diagnosed. The results are shown as follows. A dominant South Asian high tended to be stable near the Qinghai-Tibet Plateau, providing favorable upper-level dispersion conditions for the occurrence of heavy rainfall in south China. A western Pacific subtropical high dominated the eastern part of the South China Sea, favoring stronger and more northward transport of water vapor to the northern part of south China at lower latitudes than normal. The continuous heavy precipitation event can be divided into two stages. The first stage (June 13-15) was the frontal heavy rainfall caused by cold air (brought by an East Asian trough) from the mid-latitudes that converged with a monsoonal airflow. The heavy rains occurred mostly in the area near a shear in front of the center of a synoptic-system-related low-level jet (SLLJ), and the jet stream and precipitation were strongest in the daytime. The second stage (June 16-21) was the warm-sector heavy rainfall caused by a South China Sea monsoonal low-level jet penetrating inland. The heavy rainfall occurred on the windward slope of the Nanling Mountains and in the northern part of a boundary layer jet (BLJ). The BLJ experienced five nighttime enhancements, corresponding well with the enhancement of the rainfall center, showing significant nighttime heavy rainfall characteristics. Finally, a conceptual diagram of inland-type warm-sector heavy rainfall in south China is summarized. 相似文献
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综合管廊作为现代化城市的基础设施,能够从根本上解决管线埋设或架立引起的挖掘道路、影响交通、破坏景观等问题。提高道路和公用管线的管理水平,有效利用地下空间,提高防灾能力,是现代化都市的必然要求。本文从管廊的构造、抗火设计要求、管线布置、消防系统等方面出发,对地下城市综合管廊的设计提出了一些具体的建议。 相似文献
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昆明白泥井3号隧道围岩稳定性FLAC3D模拟 总被引:4,自引:2,他引:4
应用FLAC^3D数值模拟软件对昆明白泥井3号隧道围岩稳定性进行了分析和评价。结果表明隧道支护后围岩的最大变形出现在隧道右侧拱顶,为1.00cm;隧道支护后左侧拱和右侧拱脚处剪应变明显增大,为应力集中区;围岩可以通过自身应力、应变和能量的调整,使整个隧道围岩处于稳定状态;同时也表明FLAC^3D用于隧道围岩变形分析是可行的。 相似文献
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基于BOTDR的白泥井3号隧道拱圈变形监测 总被引:3,自引:1,他引:3
白泥井3号隧道是一条山岭隧道,隧道出口段位于滑坡等地质灾害多发的危险区域,为了确保隧道安全,应用国际上先进的BOTDR分布式应变测量技术,对隧道拱圈截面变形进行了分布式应变监测。本文着重介绍了BOTDR在隧道内安装布设以及监测数据的分析过程,监测成果显示,在将近1 a的监测时间里,隧道拱圈基本保持稳定,只是在个别区域,如K84+508.2处拱圈截面的衬砌表面发生张拉变形,变形量在雨季期间达到最大,据分析是由于雨水入渗山体造成围岩压力增大,致使拱圈截面受挤压变形。 相似文献
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在重庆市区及周边乡镇开展的多口地热井钻井施工中,由于大多数取水点地层倾角过大、岩性变化频繁等原因,常规钻井方法无法保障井眼井斜角达标,从而影响获取地热水资源的成功率。采用定向钻井工具进行纠斜钻 进时,钻具工具面角与井眼方位角变化值的选择对井眼轨迹的影响尤为重要,同时当钻具工具面角确定以后,新井眼的形成还受地层岩性、钻头选型及钻井参数等各方面的影响。为了井眼轨迹更为平滑,避免形成“狗腿”井段,本文通过对某地热井中定向钻井施工案例进行分析,从实际案例中总结经验,对定向钻井井眼轨迹的可控条件进行了优化。 相似文献
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