高力罕凹陷地浸砂岩型铀成矿条件浅析及远景预测

高力罕凹陷为二连盆地乌尼特坳陷的一个组成部分,由有相似构造发育史的分散小湖盆(洼槽)集合而成的沉积盆地。结构复杂,表现出分割性强,多洼槽多沉积中心,岩相变化大的特点。通过对高力罕凹陷的构造特征、结构特征、沉积特征、岩性发育特征及铀成矿条件的分析,认为高力罕凹陷具有良好的铀矿找矿前景。提出该地区的找矿方向,具有一定的参考意义。     

Effects of surface characteristics on infiltration patterns in an arid shrub desert

Precipitation is often the sole source of water replenishment in arid and semi‐arid areas and, thus, plays a pertinent role in sustaining desert ecosystems. Revegetation over 40 years using mainly Artemisia ordosica and Caragana korshinskii at Shapotou Desert Experimental Research Station near Lanzhou, China, has established a dwarf‐shrub and microbiotic soil crust cover on the stabilized sand dunes. The redistribution of infiltrated moisture through percolation, root extraction, and evapotranspiration pathways was investigated. Three sets of time‐domain reflectometry (TDR) probes were inserted horizontally at 5, 10, 15, 20, 30 and 40 cm depths below the ground surface in a soil pit. The three sets of TDR probes were installed in dwarf‐shrub sites of A. ordosica and C. korshinskii community with and without a microbiotic soil crust cover, and an additional set was placed in a bare sand dune area that had neither vegetation nor a microbiotic soil crust present. Volumetric soil moisture content was recorded at hourly intervals and used in the assessment of infiltration for the different surface covers. Infiltration varied greatly, from 7·5 cm to more than 45 cm, depending upon rainfall quantity and soil surface conditions. In the shrub community area without microbiotic soil crust cover, infiltration increased due to preferential flow associated with root tunnels. The microbiotic soil crust cover had a significant negative influence on the infiltration for small rainfall events (～10 mm), restricting the infiltration depth to less than 20 cm and increasing soil moisture content just beneath the soil profile of 10 cm, whereas it was not as strong or clear for larger rainfall events (～60 mm). For small rainfall events, the wetting front depth for the three kinds of surface cover was as follows: shrub community without microbiotic soil crust > bare area > shrub community with microbiotic soil crust. In contrast, for large rainfall events, infiltration was similar in shrub communities with and without microbiotic soil crust cover, but significantly higher than measured in the bare area. Soil water extraction by roots associated with evapotranspiration restricted the wetting front penetration after 1 to 3 h of rainfall. Copyright © 2006 John Wiley & Sons, Ltd.     

Subsidence history and forming mechanism of anomalous tectonic subsidence in the Bozhong depression, Bohaiwan basin

The Bozhong depression of the Bohaiwan basin belongs to a family of extensional basins in East China, but is quite different from other parts of the basin. The Cenozoic subsidence of the depression is controlled by a combination of lithospheric thinning and polycyclic strike-slip movements. Three episodic rifts have been identified, i.e. Paleocence-early Eocene, middle-late Eocene and Oligocene age. The depression underwent syn-rift and post-rift stages, but two episodic dextral movement events of the strike-slip faults modify the subsidence of the Bozhong depression since the Oligocene. The early dextral movement of the Tan-Lu fault associated with crustal extension resulted in accelerated subsidence during the time of deposition of the Dongying Formation with a maximum thickness of 4000 m. A late reactivation of dextral movement of the Tan-Lu fault began in late Miocene (about 12 Ma), which resulted in the intense subsidence of Minghuazhen Formation and Quaternary. In addition, dynamic mantle convection-driven topography also accelerated the post-rift anomalous subsidence since the Miocene (24.6 Ma). Our results indicate that the primary control on rapid subsidence both during the rift and post-rift stages in the Bozhong depression originates from a combination of multiple episodic crustal extension and polycyclic dextral movements of strike-slip faults, and dynamic topography.     

东濮凹陷杜-桥-白地区天然气及凝析油地球化学牲及成因

东濮凹陷杜寨-桥口-白庙地区油气资源丰富,油气水关系复杂,勘探难度大。分析结果表明,天然气甲烷含量一般在80%～90%之间,甲烷δ13C1在-36.1‰～-39.9‰之间;距兰聊断层较远的井,40Ar/36Ar比值一般小于590,3He/4He比值为n×10-8,呈现典型的油型气特征;在兰聊断层附近的井,40Ar/36Ar比值一般大于1000,3He/4He比值为n×10-6,均表现为较高的值,并且40Ar/36Ar与3He/4H呈正相关关系,表明有幔源惰性气体的混入,这些井的甲烷碳同位素比油型气偏重5.0‰～8.0‰,比煤型气偏轻4.0‰～7.0‰。因此,兰聊断层附近的井,天然气以煤型与油型混合成因为主,部分井天然气可能为纯煤型气。凝析油特征表现为湖相地层生成的成熟度较高的油,根据地球化学特征可明显分为两组:一组以桥口东翼桥20、桥23与白庙地区的白16等井为代表,它们具有较低的伽马蜡烷指数,可能与葛岗集洼陷烃源岩有关;另一组是白庙主体,它们具有较高的伽马蜡烷指数和奥利烷指数,与前梨园洼陷烃源岩有关。研究认为,杜-桥-白地区天然气与凝析油为源岩热演化后期高温裂解的产物,形成的天然气藏具有多源、多阶、复合成藏的特征。     

山东泰安岩溶水系统地下水化学环境演化

随着地表环境质量的降低以及岩溶地下水的过量开采 ,泰安市岩溶水化学环境在总体上呈现出显著退化的演化规律。自 6 0年代初以来 ,泰安市城区及旧县岩溶水的常规组分、NO-3 浓度、硬度及TDS的浓度呈现不断升高的变化趋势 ,并检出有Cr6+ 、CN-、酚等人为环境物质。水位降落漏斗区与非漏斗区、岩溶塌陷区与非岩溶塌陷区的岩溶水化学组分浓度的对比结果表明 :由于岩溶水的超量开采引起地下水动力场的改变和岩溶塌陷是控制和影响岩溶水化学环境演化的主要因素。人类活动在时间及空间尺度上与岩溶水化学环境的快速退化亦有密切的关系。     

南疆西部大降水天气过程的统计分析

对南疆西部1970－1999年大降水天气过程的分析表明，大降水集中出现在夏季，中亚低涡是造成南疆西部大降水的主要影响系统。     

辽河盆地东部凹陷北段复式断陷层序地层与油气

辽河盆地为中国东部大陆裂谷渤海湾裂谷系的北延部分，是中、新生代发育起来的断陷盆地。 东部凹陷北段是辽河盆地的一部分，也有人将其称为裂谷段，具典型的裂谷盆地的发育特征。经过多条横切构造走向的剖面研究，证实了东部凹陷北段为复式断陷，断陷的走向与盆地走向基本平行。所谓的复式断陷为两个或两个以上的半地堑以某种方式组合而成，在一定时期内，相邻的次一级半地堑各有独立的沉积物供给系统，但当各个次级半地堑充填满以后，相邻的次级地堑具有统一的物源供给系统和水系联通特征，以较大的整体断陷形式继续发育。在控盆断裂一侧的断陷内层序发育较全，而斜坡及边缘地带层序发育不完全，通常缺失低水位体系域或水退体系域。复式断陷不同断陷内的层序，主要受旋回内不同级别幕式构造运动和气候周期性变化的控制，两者的共同作用影响着湖平面的升降和可容空间的变化。由于相邻断陷对物源侵入的阻挡作用，在一定的时期内，各断陷发育独立沉积体系和构造部位的差异，导致了层序地层格架内生储盖层及其组合的发育差异。厚度最大的密集段发育在TST与HST之间，是区域性的生油岩； LST，TST底部，HST顶部、RST通常构成有利储层；密集段也通常成为较好的盖层。在上述因素的作用下，东部凹陷北段复式断陷湖盆中的油气，主要富集在有利构造岩相带的水退体系域、水进体系域和低水位体系域中。层序地层格架内油气藏类型及发育规模存在一定的规律：在缓坡一侧的断陷内，易形成地层超覆型油气藏、地层不整合遮挡油气藏；在陡坡一侧的断陷内，易形成透镜状油气藏、背斜油气藏，起决定作用的是生储盖层的发育状况及其与有利的构造圈闭条件的配置关系。     

都日木断陷化探普查成效分析

都日木断陷为二连盆地的中新生代单断型凹陷,其地表为腾格尔沙漠的一部分。根据地面化探测量结果,结合地质、地震等资料,指出了该断陷具有良好的含油气远景,最有利区为蒙古勒背斜,有利区为板新图断块和布拉格背斜。该工作为该区下一步勘探指明了方向,也为在沙漠区进行化探工作积累了经验。     

芜湖市航运局综合楼地基处理失误诱发地面塌陷的治理

论述航运局综合楼地基所在处的地形地貌、水文地质、工程地质条件；分析地基基础盲目施工诱发造成建筑场地工程地质灾害和危及周国民居安全的原因，提出防治措施，合理施工，治理塌陷，并取得较好效益。     

关于吉林地区挖孔桩设计问题的探讨

探讨了在吉林地区高层建筑中有关桩基规范执行及设计施工过程中常见的问题。通过对不同直径的桩端进入持力层深度的对比 ,明确 2d与 4d的对比要求 ,即持力层厚度的保证比进入持力层深度更重要。针对通长配筋“一通到底”的设计给施工带来的不便及浪费提出了新的建议。通过实践给出“α”角的建议值 ,既能减小扩大桩头斜面上受到卸荷后侧土压力 ,又可减少施工时的坍方。最后对降水及护壁提出了结合实际地质情况的 4种方法。