华北克拉通北缘东段“开原岩群”的解体及重新认识

根据近年来的同位素年代学资料,对分布于辽北地区的一套构造变质岩系（"开原岩群"或"清河镇岩群"）进行了重新认识和划分,并将其重新定义为清河构造混杂岩,由中太古代、新太古代、中元古代、新元古代、二叠纪等不同时代、不同构造环境的地质体组成.其中,中太古代、新太古代、中元古代岩石来自华北克拉通,而新元古代、二叠纪岩石则来自兴蒙造山带.将原沈家堡子岩组重新划分为新太古代变质表壳岩和中-新太古代变质深成岩,原板石沟岩组（或芦家堡子岩组）厘定为中元古代石门岩组,原照北山岩组重新划分为新元古代南平岩片和晚二叠世照北山岩组,将原佟家屯岩组和尖山子火山岩合并为晚二叠世佟家屯岩组.最后,提出了清河构造混杂岩带为华北克拉通与兴蒙造山带的界线以及古亚洲洋在华北板块北缘东段的最终闭合时间为中三叠世早期（约245Ma）的认识.     

对冀北-辽西-大兴安岭地区晚中生代地层划分、对比的区域构造学思考

根据冀北-辽西-大兴安岭地区晚中生代具有相关沉积建造组合、火山-沉积建造组合、生物组合和构造类型组合特征,提出建立与造山运动"同期"的构造地层单位概念.认为这种构造地层单位的概念有利于以区域构造演化为主线,理解"同造山期"陆缘活化区陆相沉积以及火山-沉积盆地地层系统的复杂性,并从区域构造学角度提出该地区地层划分、对比的方案.     

Preparation of integrative cubes as a novel biological permeable reactive barrier medium for the enhancement of in situ aerobic bioremediation of nitrobenzene-contaminated groundwater

Recent studies have indicated that in situ aerobic bioremediation is one of the most effective methods for remediating groundwater contaminated with nitrobenzene (NB). Aerobic bioremediation is largely dependent on the maintenance of adequate dissolved oxygen (DO) levels in the groundwater. Traditional in situ aeration has various disadvantages, such as high operational costs and nonuniform aeration. In this study, integrative cubes were prepared and utilized as a novel biological permeable reactive barrier (bio-PRB) medium to enhance the aerobic bioremediation of NB-contaminated groundwater. The results revealed an NB removal rate greater than 98.68% after 15–20 days of continuous oxygen release from the bio-PRB medium. DO concentrations reached 8.0 mg/L during treatment, and NB-degrading bacteria were able to tolerate a range of pH conditions. This multifaceted bio-PRB medium can simultaneously adsorb and biodegrade NB, release oxygen, and neutralize the pH with phosphate buffer. The results of this study suggest that this bio-PRB medium represents a highly effective in situ bioremediation method for NB-contaminated groundwater.     

合肥盆地安参1井前侏罗纪基底地层的孢粉组合特征与时代归属

大别山北缘的安参1井是合肥盆地最深的一口参数井,钻遇前侏罗纪基底地层达千米以上,为一套不含煤层(线)或灰岩以泥岩为主的地层,与周缘华北陆块和大别造山带等构造单元的地层对比困难。因缺少宏观化石记录和明确的定年依据,其时代归属一直存在争议,制约了对这一套特殊地层所反映的地质信息的进一步挖掘。为进一步明确该套特殊地层的地质时代,本项研究对安参1井4160~5152m井段大量岩心和岩屑样品进行了微古化石分析,在其中5块样品中发现了保存良好的孢粉化石647粒,共计23属51种及部分未定种。根据对孢粉化石的类型、属种和含量的分析,将其自下而上划分为两个孢粉化石组合:Ⅰ.Densosporites reynoldburgensisLaevigatosporites perminutus;Ⅱ.Triquitrites-Macrotorispora media。孢粉组合Ⅰ中蕨类植物孢子以平均含量87.67%占绝对优势,代表分子有Laevigatosporites perminutus,Lycospora rotunda,Patellisporites meishanesis等,裸子植物花粉均为单囊粉属Florinites;孢粉组合Ⅱ中,蕨类植物孢子平均含量降低至53.78%,其中蕨类孢子Lycospora rotunda消失,Leiotriletes adnatus,Triquitrites,Crassipora等含量下降,并有特征分子大一头沉孢属Macrotorispora出现,裸子植物花粉含量和丰富度明显增加,以柯达粉属Cordaitina为主。经过与华北其他地区孢粉组合特征的对比分析,上述两个孢粉组合分别与华北陆块晚古生代二叠系太原组和上石盒子组具有明确的相似性,与早期和中晚期华夏植物群面貌相一致,反映了裸子植物逐渐繁盛、属种越来越丰富的过程,孢粉组合Ⅰ和Ⅱ的地质时代分别为晚石炭世晚期至早二叠世早期和晚二叠世,为安参1井前侏罗纪基底存在石炭—二叠系提供了直接证据,也为合肥盆地沉积环境和古气候分析提供了新资料。     

云南会泽铅锌矿区地下水化学和同位素分析

本文通过调查和采样测试,分析云南会泽铅锌矿区地下水的水化学特征,划分其水化学类型;根据不同水文年、不同埋深δ2 H和δ18 O的变化,分析了地表水体与地下水的相互关系,认为矿区中部含水层受到地表水的入渗,地表水与深部岩溶水的混合作用加大,中部岩溶含水层水力活动范围不断扩大,相对长江流域同位素分布规律,矿区降雨中重同位素偏富,深部岩溶水有显著的埋深效应,季节效应不明显。提供了一个矿区地下水水化学和同位素研究实例,对同类研究有借鉴价值。     

黑龙江省塔河县宝兴沟金矿床中生代侵入岩及其对成矿作用的制约

宝兴沟金矿床为近年来在漠河前陆盆地南缘新发现的大型金矿床。区内发育石英闪长岩、闪长玢岩、花岗细晶岩等侵入岩,矿体主要产于石英闪长岩、闪长玢岩内部及其与二十二站组砂岩的内外接触带中。地球化学研究表明,石英闪长岩具高钾、低钛、富碱特征,花岗细晶岩具高硅、高钾、低钛、富碱特征,二者均为高钾钙碱性系列岩石,富集大离子亲石元素Rb、Ba、Sr等,亏损高场强元素Nb、Ta、Ti和重稀土元素Yb、Y,但二者稀土元素特征和配分曲线差异较大,不具成因联系。矿石与石英闪长岩、闪长玢岩具有相似的微量元素、稀土元素组成和稀土元素配分曲线,表明石英闪长岩、闪长玢岩为成矿提供了热液和成矿物质等,与成矿具有密切的成因联系。LA-ICP-MS锆石U-Pb同位素测年结果显示,石英闪长岩成岩时间为118.13~121.77 Ma,限定了宝兴沟金矿床的形成时间不早于118Ma,为早白垩世,形成于太平洋板块俯冲后的伸展环境。漠河前陆盆地除中-晚侏罗世侵入岩外,早白垩世中酸性侵入岩对区域成矿也具有重要的作用,是今后找矿的重要方向之一。     

准噶尔盆地东北部侏罗系砂岩型铀矿成矿环境与找矿方向探讨

文章从蚀源区铀源条件、中新生代构造演化条件、侏罗系沉积建造特征及后生蚀变特征等角度分析了准噶尔盆地东北部砂岩型铀矿的区域成矿条件,认为卡拉麦里山的富铀花岗岩体为该区砂岩型铀成矿提供了丰富的铀源,中侏罗统含煤碎屑岩建造为砂岩型铀成矿提供了良好的容矿空间,侏罗纪以来多期次不整合面的发育为含铀含氧水的渗入改造提供了通道及时间,为大规模层间氧化带的发育提供了物质基础。研究结果显示,卡拉麦里山北坡为最有利的砂岩型铀矿找矿部位,其主要找矿目标层位为中侏罗统头屯河组,找矿类型为层间氧化带型。     

混积岩分类命名体系探讨及对混积岩储层评价的启示——以渤海海域混积岩研究为例

混积岩是一种普遍而重要的岩石组合类型。然而长期以来,对混积岩的岩石学分类与命名一直存在诸多争议,且尚未有统一的分类体系与命名规则。本文结合渤海海域混积岩岩石薄片组分鉴定、岩石储层物性分析等最新研究成果,并与相关文献结合,最终确立以陆源碎屑物、生物成因碳酸盐颗粒、化学沉淀碳酸盐为三组分端元的一套新的混积岩岩性分类体系,并将混积岩分为4大类、16亚类。通过讨论混积岩混积层系及混积岩组构界定的问题,进一步完善了混积岩定义。利用新的岩石学分类方案,可为储层评价研究提供指导。以渤海海域为例,建立起研究区不同岩性相与储层物性的对应关系,并在岩性分类体系中划分出差储层、中等储层及优质储层三个储层区。     

甘肃北山地区上石炭统—下二叠统干泉组的时代、分布及其构造意义

甘肃北山地区位于中亚造山带最南端,上古生界的沉积层序对探讨该区构造与盆地演化有重要意义。上石炭统—下二叠统干泉组的时代和分布尚不明确,限制了沉积层序和构造演化的研究。本研究通过对北山南部独山地区和柳园地区的地层学研究,获得干泉组上段火山岩LA-ICP-MS锆石U-Pb年龄293.8±4.8 Ma和"石炭系未分"火山岩年龄293.9±2.7 Ma和291.7±2.3 Ma。同位素年龄和古生物数据证明干泉组时限为晚石炭世卡西莫夫期(Kasimovian)—早二叠世萨克马尔期(Sakmarian),在研究区广泛出露。北山南部下石炭统维宪阶—中二叠统卡匹敦阶为基本连续的沉积层序,代表了研究区由小型断陷海盆发育为大型裂谷盆地的演化过程:早石炭世维宪期—早二叠世阿瑟尔期,白山组、石板山组和干泉组下段为一系列分散的断陷海盆中的滨浅海相沉积物;早二叠世萨克马尔期(约294~292 Ma),干泉组上段的火山岩表明盆地演化进入火山活动强烈的裂陷期;早二叠世亚丁斯克期—中二叠世卡匹敦期(约286~265 Ma),双堡塘组和菊石滩组组成裂谷盆地沉降期的海侵充填序列。     

Examination of the structural characteristics arising in gypsums by the GPR and MASW methods (Sivas,Turkey)

This study was performed at an area of 50?×?48 m² being defined as a new settlement in the northeast of Sivas. In the study, the discontinuities that are not deep and their geophysical characteristics were examined by the GPR and MASW methods. For interpretation, GPR cross sections were prepared as 2D–3D, and MASW cross sections were prepared as 2D. As for geophysical cross sections, about 10 m depth was examined. It was understood that the reflections observed in the form of hyperbolas in GPR cross sections correspond to areas having low S wave velocity (V_s) in MASW cross sections. It was understood that the S wave velocities are lower than 653 m/s, that the seismic velocities in between 653 and 275 m/s indicate partially deteriorated areas and that the S wave velocities of unweathered gypsums are higher than 1275 m/s at these low-velocity zones. Thus, it was thought that the fill material that may arise in the fracture, crack and deterioration areas arises from intercalation and clastic gypsum units, and that it plays a role in having low value S wave velocities. In all the geophysical cross sections, it was understood that the structures with gypsum are intense at the initial 5 m. And a fracture at the south of the study area, that it was estimated might be longer than 40 m, was determined as the largest gypsum structure. It was understood that this fracture starts from a depth of about 5 m in the west and that it slopes down to 7 m depth in the east. According to these results, it was understood that the damage amount arising in time in the gypsum structures from the effect of water may increase, the study area was defined as risky, and the required importance should be attached to these structures especially in foundation engineering.