障壁岛—潟湖沉积特征及模式:以美国普拉姆岛上更新统—全新统为例*

普拉姆岛(Plum island)是美国东北部缅因湾最大的障壁海岸,岛内向陆一侧为新英格兰地区最大潟湖和沼泽区,它们是晚第四纪末次冰期冰川作用和冰后期海岸作用的沉积响应。通过普拉姆岛研究区上更新统—全新统160个钻孔描述,识别出8种沉积物: 泥炭、冰川黏土、黏土、粉砂、细砂、中粗砂、砾、坠石。根据沉积物类型及其组合特征,结合沉积环境,共划分出8种沉积微相: 障壁沙丘、滨岸沙、水下临滨沙、河道、潮汐水道、潟湖、潮坪、沼泽。研究区在晚第四纪末次冰盛期(MIS2)被劳伦斯蒂德冰盖(Laurentide Ice Sheet)覆盖,发育冰川地貌,冰川泥覆盖在基岩之上,形成底层沉积; 冰后期(MIS1),冰盖消融,海平面发生变化,在冰川地貌鼓丘附近形成沙坝,最终沉积演化为障壁岛—潟湖环境,潟湖通过潮汐水道与广海相连通。     

前冬戴维斯海峡—巴芬湾区域海冰异常对中国东部春季极端降水频次的可能影响及预测价值

本文研究了前期冬季北极海冰与中国东部春季极端降水频次的联系及其可能机制,并进一步探讨了海冰异常信号对极端降水的预测价值。结果表明,前冬戴维斯海峡—巴芬湾区域海冰异常与中国东部春季极端降水频次经验正交分解第一模态(EOF1)之间存在密切联系。当前冬戴维斯海峡—巴芬湾区域海冰异常偏多时,冬季大气环流呈现出类北大西洋涛动(NAO)正位相的异常分布,并伴随经向的北大西洋三极型海温异常。该海温异常可以从冬季持续到春季,进而激发出从北大西洋到欧亚中纬度的纬向遥相关波列,在东亚地区引起气旋型环流异常。该气旋型环流异常会引起中国东部地区湿度显著增加,上升运动增强,从而为该地区极端降水的发生提供了有利的背景条件。相反,当前冬戴维斯海峡—巴芬湾区域海冰异常偏少时,其滞后引起的春季环流异常则不利于中国东部地区极端降水的发生。进一步的交叉检验结果表明,前冬戴维斯海峡—巴芬湾区域海冰异常信号对中国东部春季极端降水具有重要的预测价值。     

陆地热泉钙华：重建古气候历史信息重要载体

【研究目的】陆地热泉钙华作为火山、地热区常见的陆相碳酸盐岩沉积物/岩被广泛用于恢复古环境,但其中可反映古气候信息的代用指标多受复杂外界条件变化控制,因此利用热泉钙华进行古气候信息提取有待深入研究。【研究方法】本文对当前热泉钙华在重建古气候信息方面的成功案例进行了总结,并梳理了与热泉钙华沉积相关的各类气候、非气候影响因素。【研究结果】研究认为针对热泉钙华进行古气候恢复代用指标的选取,目前较为可行的有C-O同位素、主微量元素,孢粉学数据由于孢粉保存的局限性,可作为佐证信息,配合其他气候代用指标来检验古气候意义的正确与否,同时需将热泉钙华中各项气候代用指标与生物地层学、冰芯、石笋等相对成熟的古气候研究手段进行对比,使各类古气候替代指标相互验证,从而更好的解读热泉钙华中古气候信息。【结论】利用热泉钙华中的各项气候代用指标进行可靠的古气候信息提取与恢复具有可行性。创新点：本文梳理了国内外热泉钙华恢复古气候的成功案例,并探讨了针对热泉钙华进行古气候恢复研究存在的问题。     

降雨形式对毛细阻滞覆盖层防渗性能的影响研究

毛细阻滞覆盖层的防渗性能对于控制渗滤液和减轻垃圾填埋场周边环境的污染具有重要意义,因此得到广泛研究。前人在研究中多采用恒定降雨强度来模拟降雨气象条件,而对降雨形式对毛细阻滞覆盖层防渗性能的影响关注较少。因此,采用自主研发的土柱降雨入渗试验系统,分别对短时强降雨和长时弱降雨两种降雨情况下,降雨形式对毛细阻滞覆盖层防渗性能的影响开展了研究,并揭示了最不利降雨形式。同时,采用SEEP/W软件对各试验工况进行数值模拟,以使模拟结果与试验结果能够相互印证。研究结果表明：试验结果与模拟结果基本一致,最大误差不大于3%;在短时强降雨情况下,降雨形式仅对覆盖层上部的体积含水率和孔隙水压力有较大影响;而在长时弱降雨条件下,降雨形式对整个覆盖层的体积含水率和孔隙水压力均有显著影响;降雨形式对覆盖层突破时间及渗漏量均有影响,前锋型降雨的突破时间最短,产生的渗漏量最大,后锋型降雨的突破时间最长,产生的渗漏量最小;前锋型降雨更易造成覆盖层突破失效而产生较大的渗漏量,为最不利降雨形式。该研究结果可为毛细阻滞覆盖层设计提供参考依据。     

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).     

地表水渗漏对娘子关岩溶泉泉水水质的影响

娘子关泉水作为阳泉市主要的供水水源,受特定地质结构与人为污染等因素的影响,水质呈现逐年恶化的趋势,部分组分含量目前已处于超标或临界超标状态。在分析泉域岩溶水系统地质结构基础上,通过泉域内各主要河流渗漏量实测与水化学测定,采用物理混合方法评价河流渗漏途径对娘子关泉水水质的污染影响程度。     

潮汕地区全新世障壁海岸三角洲沉积演化与砂体展布

全新世我国华南沿海广泛发育障壁海岸,此环境下发育独特的障壁海岸三角洲沉积.基于对潮汕地区的现代地质考察,并总结前人的研究认识,得出该地区韩江三角洲形成演化的主要控制因素为海平面变化、障壁-潟湖体系、河流搬运能力;明确了不同时期三角洲演化的特征及砂体的展布规律;然后,结合螺河三角洲和万宁小海的发育特点,划分出障壁海岸三角洲演化的三大阶段,即形成期:障壁-潟湖体系形成,潟湖内开始形成三角洲;发展期:潟湖内水体稳定,三角洲前积较快,障壁沙坝向海迁移;改造期:潟湖逐渐消失,沉积物开始在障壁沙坝外侧沉积,三角洲向海推进;最后,建立了潮汕地区早期潟湖内河流作用为主、后期障壁外多种动力共同作用下的障壁海岸三角洲的沉积模式.     

河南下汤温泉与车村—鲁山断裂的关系及电测深法在其勘查中的应用

通过对车村—鲁山大断裂与河南鲁山五大温泉关系的探讨,并应用激电测深法勘探、RGIS软件反演解释技术,查明下汤温泉东西两侧1 500 m范围内水文地质条件,认为下汤温泉即受控于近东西向车村—鲁山断裂(F1),也受控于北东向F4断裂。前者为一级控热导热构造,是深部热源向上对流的主要通道;后者为二级控热导热构造。在地形和水头压差的驱动下,地下水沿着断裂带自西向东缓慢的运移,期间受地壳内部热源传导,在排泄区受到北东向F4断裂的控制,向地表运移,出露成泉。     

天星河、文峰河流域岩溶水化学及影响因素

重庆东北部地区巫溪天星河、文峰河的岩溶流域水化学特征研究结果表明:研究区泉水样品的p H值为6.47~8.28,平均值为7.79;流域河水饱和指数(SIc)的平均值为0.14,表明其变化受到流域碳酸盐岩分布的控制。水化学类型以HCO3-Ca型水为主,Ca2+和HCO-3平均分别占阳、阴离子的75%和82%。通过分析Gibbs图,发现泉水的主要组分属于"岩石风化类型",主要反映了岩石的溶解作用对泉水水化学的影响。流域内部分水样NO-3和SO2-4较高,可能是受工农业生产等人类活动的影响引起,此外硫酸也参与了碳酸盐矿物的溶解。     

Permeable Reactive Barrier for Groundwater Pollution Remediation: An Review

As an in situ, simple and passive technology, Permeable Reactive Barrier (PRB) is becoming widely used in groundwater remediation. Based on its definition and development process, the development of PRB can be divided into two stages: The traditional zero-valent iron PRB before 2000 and the PRB composed of novel mixed media after 2000. With the rapid worsening of groundwater pollution, the increasing application of PRB and the rapid development of materials science, the development of PRB technology in future will be mainly focused on the investigation of mixed and novel media, the design of mixed PRBs, the combination of PRB technology with other remediation technology, and the long term monitoring and management of PRB projects.