校园人群应急疏散行为及其影响因素研究

校园作为城市高密度地区的典型区域,建筑密度高、道路错综曲折、灾后疏散难度大。以南京中心城区某高校为实证研究案例,展开问卷调查;采用皮尔逊卡方检验法,对校园人群安全意识及疏散行为和性别、年龄、受教育程度及参加疏散演练次数等人员特性信息进行交叉分析,得到存在相关性的变量组;基于Logistic回归模型,建立了人群特征、安全意识评价指标对校园人群疏散行为及心理影响的评价模型,识别疏散行为影响因素,以及各因素的影响程度大小。结果表明:年龄、性别以及参加过疏散演练的次数是影响人群安全意识及疏散行为的显著相关因素,学历是相关因素;地震灾害下受访人群对避难场所的选择偏好为:场地型避难场所>建筑型避难场所>地下空间;参加疏散演练的次数,安全意识、风险认知对灾害发生时的人群疏散行为有显著影响。     

门源M6.9地震诱发地质灾害特征研究

2022年1月8日发生的门源M6.9地震诱发了崩塌、滑坡、砂土液化、地裂缝等多种同震地质灾害。通过对门源M6.9地震地质灾害进行现场调查,得出了地质灾害的分布特征和各类型地质灾害的主要特点,分析了地震地质灾害不发育的原因,并对地震地质灾害的长期效应进行了分析预测。研究结果表明：门源地震诱发地质灾害主要分布在震中附近;崩塌、落石总体规模较小,滑坡多为岩质滑坡,且以冰碛物和表层岩土体的溜滑为主。受表层土体冻结和孔隙水压力消散的影响,饱和砂土液化沿较窄的地裂缝呈串珠状分布,喷出物多为粉细砂。地震形成了4条左旋左阶斜列的地表破裂带,并在极震区内形成了大量的地裂缝。断层破碎带对地震动的阻隔作用、覆盖层薄、地表土冻结可能是造成本次地震地质灾害总体不发育的主要原因;地震产生的大量地裂缝导致斜坡和堆积体的稳定性减弱,在耦合集中降雨、冻融作用等因素后可能诱发滑坡灾害,松散堆积于沟床处的崩滑物作为物源,可能会增加地震影响区泥石流灾害的风险。     

2022年四川泸定MS6.8地震前地震活动与地球物理观测异常回顾与讨论

2022年9月5日四川泸定M_S6.8地震发生在2022年度全国地震重点危险区内,且震前作了较好的短期预测。本文回顾了中期(年度)和短期阶段地震活动和地球物理观测异常。①2022年度危险区确定的核心依据有川滇藏交界4级地震空区、危险区附近M_L≥3.5地震空区、跨断层形变趋势异常和重力场异常等,其中,川滇藏交界4级地震空区被2022年1月2日云南宁蒗M_S5.5地震打破具有中短期预测意义。②短期阶段,川滇藏交界4级地震空区经历了“打破—增强—平静”的演化过程,与1973年四川炉霍M_S7.6地震前高度相似,这可能与其发震构造相同、震源机制解一致和深部孕震环境相似有关。此外,还存在川滇地区震群和多个余震区准同步活动、巴塘显著震群等异常。地球物理观测方面,在2022年6月1日芦山M_S6.1和6月10日马尔康M_S6.0地震后,四川前兆异常无明显减少,而在7—8月显著增多,这可以作为强震后短期仍有可能再次发生强震的判定依据。新增异常主要分布在以三岔口(鲜水河断裂带、安宁河断裂带和龙门山断裂带交汇区,呈“Y”字形分布)为中心的300km范围内,这是震前短期地点预测的主要依据之一。③6.8级地震前形变中短期大幅度异常突出,且异常点均位于远场(距离6.8级地震震中130～300km范围内)。除礼州测距外,其余异常点均位于M_L3.5地震空区外围。形变异常出现的时间与M_L3.5地震空区打破后空区内部及边缘地震活动显著增强大体一致。④泸定6.8级地震发生在三岔口地区,该区及附近2015—2021年连续多年被确定为全国地震重点危险区,但均未发生预测地震,由此表明当前有效的强震年度(中期)时间预测依据少。     

生态地质环境承载力研究进展

生态地质环境从生态地质学和环境地质学发展而来,由地质环境、生态环境和社会经济环境三个子系统构成一个有机整体,它与环境类承载力结合形成生态地质环境承载力,表征环境能够承受的人类活动阈限。国内的生态地质环境承载力研究分为2000年以前的准备阶段、2000-2010年探索前进阶段、2011年至今的稳定发展阶段,国家重大方针政策实施和重大生态地质环境事件影响了承载力的研究方向。生态地质环境子系统和系统的承载力发展程度存在差异,生态环境承载力研究较多、地质环境承载力研究次之、社会经济环境承载力研究相对较少,系统承载力研究处于不断整合之中。已有研究在学科交叉融合、耦合机制、模拟预测模型集成和国家重大需求服务响应等方面存在不足。未来生态地质环境承载力研究应坚持系统观,统合子系统和系统两个尺度,从拓展学科纵深关联、深化多维耦合机制、发展集成模拟预测模型、面向国家与社会需求等方面将研究推向新高度。     

Correction: Feasibility of nitrate reduction combined with persulfate oxidation in the remediation of groundwater contaminated by gasoline

Hydrogeology Journal -     

Feasibility of nitrate reduction combined with persulfate oxidation in the remediation of groundwater contaminated by gasoline

Hydrogeology Journal - Enhanced bioremediation combined with in-situ chemical oxidation has the potential to remediate groundwater contaminated with organics. To explore the remediating effects of...     

Deformation characteristics of a large landslide reactivated by human activity in Wanyuan city,Sichuan Province,China

With the rapid urbanization, an increasing number of landslides have been induced by human activities. In this study, a typical human-induced landslide known as the Maobazi landslide, which was triggered by foundation pit excavation in Sichuan Province, China, was analyzed. An emergency investigation was carried out to detect the basic deformation characteristics, followed by implementations of multiple monitoring schemes and emergency control measures to monitor and control reactivated deposits. The reactivated deposits depicted rapid deformations with a maximum deformation exceeding 140 mm from July to September before the emergency control measures were completed. The reactivated deposits gradually settled and were finally controlled in 2019. The results showed that the 2019 Maobazi landslide was a large; reactivated landslide with a scale reached to 520 Mm³, which could result in catastrophic consequences if it slipped down to nearby residential areas.

     

Differential Thermal Regimes of the Tarim and Sichuan Basins in China: Implications for Hydrocarbon Generation and Conservation

The uncertainty surrounding the thermal regimes of the ultra-deep strata in the Tarim and Sichuan basins, China, is unfavorable for further hydrocarbon exploration. This study summarizes and contrasts the present-day and paleo heat flow, geothermal gradient and deep formation temperatures of the Tarim and Sichuan basins. The average heat flow of the Tarim and Sichuan basins are 42.5 ± 7.6 mW/m2 and 53.8 ± 7.6 mW/m2, respectively, reflecting the characteristics of ‘cold’ and ‘warm’ basins. The geothermal gradient with unified depths of 0–5,000 m, 0–6,000 m and 0–7,000 m in the Tarim Basin are 21.6 ± 2.9 °C/km, 20.5 ± 2.8 °C/km and 19.6 ± 2.8 °C/km, respectively, while the geothermal gradient with unified depths of 0–5,000 m, 0–6,000m and 0–7,000 m in the Sichuan Basin are 21.9 ± 2.3 °C/km, 22.1 ± 2.5 °C/km and 23.3 ± 2.4 °C/km, respectively. The differential change of the geothermal gradient between the Tarim and Sichuan basins with depth probably results from the rock thermal conductivity and heat production rate. The formation temperatures at depths of 6,000 m, 7,000 m, 8,000 m, 9,000 m and 10,000 m in the Tarim Basin are 80°C–190°C, 90°C–220°C, 100°C–230°C, 110°C–240°C and 120°C–250°C, respectively, while the formation temperatures at depths of 6,000 m, 7,000 m, 8,000 m and 9,000 m in the Sichuan Basin are 120°C–200°C, 140°C–210°C, 160°C–260°C and 180°C–280°C, respectively. The horizontal distribution pattern of the ultra-deep formation temperatures in the Tarim and Sichuan basins is mainly affected by the basement relief, fault activity and hydrothermal upwelling. The thermal modeling revealed that the paleo-heat flow in the interior of the Tarim Basin decreased since the early Cambrian with an early Permian abrupt peak, while that in the Sichuan Basin experienced three stages of steady state from Cambrian to early Permian, rapidly rising at the end of the early Permian and declining since the late Permian. The thermal regime of the Sichuan Basin was always higher than that of the Tarim Basin, which results in differential oil and gas generation and conservation in the ultra-deep ancient strata. This study not only promotes theoretical development in the exploration of ultra-deep geothermal fields, but also plays an important role in determining the maturation phase of the ultra-deep source rocks and the occurrence state of hydrocarbons in the Tarim and Sichuan basins.     

大兴安岭地区古生代构造格架重建:来自俯冲增生杂岩研究进展

大兴安岭地区古生代处于古亚洲洋闭合阶段,其间发育众多的弧盆系和蛇绿岩带,笔者等在大兴安岭地区1: 1 000 000地质编图和野外地质调研基础上,应用“洋板块地质”学术思想在大兴安岭地区元古宙、古生代地质体中划分出一系列“俯冲增生杂岩”、地块基底残块、岛弧、弧前盆地、弧后盆地等构造单元,结合陆(地)块和岩浆弧、弧前盆地、弧后盆地和“俯冲增生杂岩”的时空展布,划分出9条俯冲增生杂岩带,其中新识别出3条俯冲增生杂岩带。俯冲增生杂岩带主要分布于兴蒙造山带内部各地块之间和地块与大型岛弧带之间,相当于地块间及地块与岛弧带间的缝合带。依据俯冲增生杂岩带两侧对应的陆(地)块、岛弧带等构造级别,归并出5条结合带。俯冲增生杂岩带的展布方向以北东向为主,时代自北向南依次变新,从早奥陶世演化到中—晚二叠世,暗示古亚洲洋洋盆向大兴安岭地区陆(地)块俯冲作用最早发生在北部额尔古纳一带,逐渐向南后撤,不断形成新的洋壳和产生俯冲增生作用,相应的活动陆缘从北部额尔古纳地块向南逐渐增生,配套弧盆系时代也逐渐向南变新。早—中三叠世至西拉木伦一带发生陆-陆拼贴,完成华北板块与西伯利亚板块的对接。通过对大兴安岭地区古生代“俯冲增生杂岩”的研究,重建了大兴安岭地区古生代构造格架,提高了古亚洲洋东段洋-陆转换的研究程度。