黏性土对垃圾渗滤液中多环芳烃吸附机理与规律

论文以华北平原某垃圾场为例,选取低环萘(2环)和高环苯并[ghi]苝(6环)即迁移能力最强与最弱的两类多环芳烃的代表性物质为研究对象,采用0.01 mol/L CaCl_2溶液与垃圾渗滤液两种背景溶液,通过试验分析黏性土对多环芳烃吸附动力学、等温吸附性,揭示出垃圾渗滤液中多环芳烃在包气带黏性土中吸附规律和机理,这一研究对探讨黏性土吸附垃圾中多环芳烃的阻隔规律和地下水污染防治具有重要意义。     

A critical review of rock slope failure mechanisms: The importance of structural geology

Geological structures such as folds, faults, and discontinuities play a critical role in the stability and behaviour of both natural and engineered rock slopes. Although engineering geologists have long recognised the importance of structural geology in slopes, it remains a significant challenge to integrate structural geological mapping and theory into all stages of engineering projects. We emphasise the importance of structural geology to slope stability assessments, reviewing how structures control slope failure mechanisms, how engineering geologists measure structures and include them in slope stability analyses, and how numerical simulations of slopes incorporate geological structures and processes.     

基于H-C方法的地震断层面快速识别方法研究——以2021-05-22青海玛多MS7.4地震为例

基于震后各机构给出的玛多M_S7.4地震震源机制解,利用震源-矩心(H-C)方法对地震发震断层进行快速判断,在不需要参考余震情况下,快速识别地震破裂方向。18组测定结果均显示,NWW走向的节面Ⅰ为发震断层面。综合利用震源区地质构造特征、震后余震序列分布、区域构造应力场、烈度等震线以及野外地质考察结果,验证断层测算结果的准确性,最终推断玛多M_S7.4地震断层面为NWW走向的节面Ⅰ、昆仑山口-江错断裂为发震断层,震源机制解显示是一次以左旋走滑为主的地震事件。     

A macro‐element model for inelastic building analysis

A three‐dimensional model for approximate inelastic analysis of buildings is presented herein. The model is based on a single macro‐element per building storey. The inelastic properties of the model are characterized by the so‐called ultimate storey shear and torque (USST) surfaces. Different algorithms for the construction of these surfaces, as well as their applications in building modelling, are presented and discussed. Two alternative procedures are developed to integrate the force‐deformation constitutive relationship of the macro‐elements. The first one follows the exact trajectory of the load path of the structure on the USST, and the second uses linear programming without ever forming the USST surface. The accuracy of the model and integration procedure is evaluated by means of the earthquake response of single‐storey systems. The model and integration procedure developed is finally used to compute the inelastic response of a seven‐storey R/C building. The results of this investigation show that the model proposed, although approximate, can be effective in estimating the inelastic deformation demand of a building. It also enables the engineer to capture and interpret important features of the three‐dimensional inelastic response of a structure even before performing any inelastic dynamic analysis. Copyright © 2000 John Wiley & Sons, Ltd.     

Global meltwater discharge and the deglacial sea-level record from northwest Scotland

Quantitative models of Earth–ice-sheet–ocean interactions predict that periods of rapid eustatic sea-level rise, indicating enhanced meltwater discharge to the oceans, should be manifest in the relative sea-level histories from sites within the limits of Late Devensian ice sheets. Analysis of a record of relative sea-level change for the last 16000 calendar years from Northwest Scotland constrains the magnitude and timing of two major pulses of meltwater, ca. 14000 and ca. 11300 cal. yr BP, inferred from coral records. The ca. 14000 cal. yr BP event saw a temporary doubling of the flux of meltwater, but existence of the second major event at ca. 11300 cal. yr BP is not supported by the data from northwest Scotland. Copyright © 1999 John Wiley & Sons, Ltd.     

超新星遗迹G1.9+0.3射电流量密度的时间演化

对年轻超新星遗迹的射电观测有助于理解超新星遗迹的早期演化. 选取银河系最年轻的超新星遗迹\lk G1.9+0.3进行了研究. 收集了已有的射电流量密度测量, 转化到同一频率, 从而获得了G1.9+0.3的流量密度在过去近50 yr的演化. 发现流量密度在2008年之前几乎一直在增加, 随后开始减小, 流量密度达到峰值的年龄约为\lk 150--155 yr. 流量密度的增加可能由磁场放大或者粒子加速效率提高产生的高能电子增多导致. 根据流量密度到达峰值的年龄, 结合前人的数值模拟, 讨论了超新星抛射物的质量和超新星爆发释放的动能.     

空间等离子体中相干射电辐射过程的粒子模拟研究

射电辐射机制,尤其是射电暴发现象的相干辐射机制,是天体物理中最复杂、争议最多的电磁辐射机制.由于受到多重物理因素相互牵连的复杂影响,相干射电辐射机制的理论研究存在很大的难度,长期以来在等离子体辐射和电子回旋脉泽辐射这两类相干辐射机制间争议一直不断.近年来,人们开始尝试将粒子数值模拟方法应用于相干射电辐射机制的研究,并已经取得了一些积极的进展.本文将着重介绍近年来的粒子模拟研究工作及其取得的主要进展,并对现存的一些问题和困难进行简要评述.     

应对干旱的黄河干流梯级水库群协同调度

科学控制梯级水库蓄泄过程是减少旱灾损失的重要手段。以减少干旱年份流域缺水量和优化缺水时空分布为目标,构建应对干旱的梯级水库群多时空尺度协同优化调度模型。采用交互式与改进粒子群优化方法,外层寻求多年调节水库旱限水位最优控制,内层优化梯级水库群年内蓄泄过程,实现流域水资源年际调控、年内优化、库群协同、空间协调。以2014年的黄河流域重旱为例,通过模型优化提出2012—2014年龙羊峡水库旱限水位及梯级水库群年内蓄泄过程,结果表明:通过龙羊峡水库旱限水位控制实现跨年度补水,控制各年度缺水率在4.9%~5.7%之间,通过水库群出库过程优化控制不同区域各时段缺水均匀分布,将农业缺水率控制在7.0%~11.0%之间,显著减轻了旱灾损失。     

2019年5月18日松原M5.1地震构造机制分析

基于区域地震台网的数字化波形资料,使用ISOLA方法对2019年5月18日吉林松原M5.1地震进行矩张量反演,研究地震的震源机制,并且收集了地震序列中M_L2.5以上地震的震源机制解,采用FMSI（focal mechanism stress inversion）方法反演震中区构造应力场。结果显示：松原M5.1地震的矩震级为4.9,矩心深度为6 km,双力偶分量为91.5%,主压应力P轴方位角、倾角分别为76°和3°,主张应力T轴方位角、倾角分别为166°和16°,震源机制解显示典型的构造地震特征;震中区构造应力场理论应力轴σ₁方位角、倾伏角分别为88.0°和0.9°,σ₂方位角、倾伏角分别为178.2°和9.6°,σ₃方位角、倾伏角分别为352.5°和80.4°,这一结果与区域构造应力场一致。推断认为区域构造应力场触发了2019年松原M5.1地震活动,地震震源机制解的北西向节面与震中区附近的第二松花江断裂现今活动性质完全一致,认为第二松花断裂可能是松原M5.1地震的发震断层。     

基于GIS的丘陵山区小城镇扩展模式及其机制分析--以浙江省仙居县为例

利用GIS空间分析技术,结合区域社会经济统计数据,对1981-2000年仙居县小城镇时空扩展模式和机制进行分析。结果表明,仙居县小城镇扩展有圈层式蔓延、带状和低密度蔓延等模式;其空间扩展是多种因素综合作用的结果,经济发展、人口增长、交通建设和自然地理环境对其扩展速度和方向都起着比较重要的作用;小城镇在不同时期,某种和几种因素的作用强度互不相同,从而产生不同的外部形态与小城镇空间扩展模式。