青海祁连两类火山成因硫化物矿化蚀变带地球化学特征及找矿标志

研究区发育火山成因块状黄铁矿矿床和铅锌铜多金属硫化物矿床及其相应的两类矿化蚀变带．黄铁矿矿化蚀变带以亏损Ｐｂ,Ｚｎ,Ｃｕ,Ａｇ,Ｓｒ,Ｂａ,Ｍｎ及Ｋ,Ｎａ,Ｍｇ等元素,且多为负异常,元素无明显共生组合规律为特点;多金属矿化蚀变带则以富集多金属元素及伴生元素,富Ｋ,Ｍｇ,贫Ｎａ为特征,而且多元素共生组合好,异常强度高而宽度窄,下盘晕强于上盘晕．同时,总结了两类矿化蚀变带地球化学找矿标志,对区内主要蚀变带进行了含矿远景评价     

大别山北部蛇绿岩的地球化学制约

常量元素,微量元素,稀土元素,Ｎｄ同位素及氧同位素地球化学特征表明,太别山北部变质镁铁－超镁铁质岩带中存在变质的蛇绿岩,它主要由变质橄榄岩,辉长岩（－辉绿岩？）和基性熔岩三部分组成,其中,变质的基性熔岩的亏损地幔模式年龄ｔＤＭ／Ｍａ＝１０３６．８～１２９３．８,εＮｄ（ｔ）＝７．２～７．７,表明它可能代表１０００Ｍａ左右形成于中等扩张速率（２ｃｍ／ａｄ左右）洋盆条件下的洋壳残片。     

聚能爆破在大直径硬岩钻进中的应用及影响因素

通过对大直径硬岩钻进中常用钻进方法优缺点的分析,结合对聚能爆破原理和影响因素的探讨,提出在大直径硬岩钻进中采用聚能爆破和普通钻进方法相结合的复合钻进工艺,指出了聚能爆破在大直径硬岩钻进中具有广阔的应用前景     

准噶尔盆地东北缘早石炭世南明水组沉积环境及构造背景分析

准噶尔盆地东北缘发育的下石炭统南明水组沉积岩是对晚古生代北疆地区洋壳俯冲消减作用的沉积响应。本次研究在南明水组地层中发现丰富的遗迹化石:Scalarituba, Planolites,Cosmorhaphe,Spirophycus和Helminthoida。岩性组合特征和遗迹化石所代表的遗迹相,反映了南明水组的主要沉积相类型为扇三角洲前缘、浅海、深海-半深海,从下往上为一个由浅变深再变浅的不对称的完整层序。南明水组的岩性、层序演化以及砂、泥岩地球化学特征表明,该套地层发育的构造背景为弧后盆地。早石炭世准噶尔盆地东部存在的洋壳俯冲消减作用是研究区弧后盆地发育的动力机制。     

达陕高速金竹山隧道涌水塌方的综合处治研究

在调查隧道K64 +664～ K64+ 674段涌水塌方特征的基础上,从地质结构和地层岩性分析其成因.相应地,建立综合工作程序,采用”超前双排长管棚+小导管+注浆+三台阶法施工+瓦斯监测”的综合方案.对灾害进行处治,效果明显.     

晋城矿区粘土矿物特征及沉积-成岩响应

在X射线衍射和扫描电镜观测的基础上,结合区域沉积演化分析,探讨了晋城矿区粘土类型、组合特征、微观结构与沉积-成岩作用的关系。结果表明,晋城矿区粘土矿物以高岭石为主,其次为伊利石和伊利石/蒙脱石混层,还有少量的绿泥石和蒙脱石;山西组粘土矿物颗粒排列定向性优于太原组,多呈带状或平叠状产出,而太原组多为蜂巢状、花朵状或凝絮状;由于太原期频繁的海侵海退致使煤层顶底板处于pH值较高的碱性环境,使成岩过程中高岭石向伊利石转化,造成太原组粘土矿物的伊利石含量明显高于山西组,而高岭石含量相对较低。     

末次盛冰期东亚气候的成因检测

在国际古气候模拟比较计划设置的标准试验方案下,首先利用中国科学院大气物理研究所的全球大气环流模式（IAP-AGCM）模拟了末次盛冰期东亚气候状况,然后通过4组数值敏感性试验逐一模拟了大气CO2浓度、海洋表面温度（SST）和海冰、陆地冰盖和地形、东亚植被变化4项强迫因子的单独气候效应,进而对末次盛冰期东亚气候的成因进行了检测。结果表明,末次盛冰期除华南局部略有升温外,中国年均地表气温显著降低,降温幅度总体上向北增大,青藏高原处存在一个降温中心。其中,SST和海冰变化是华南局部略偏暖的主因,它同时导致了东亚其他区域地表气温的显著降低,特别是在东北亚地区;陆地冰盖和地形变化对于东亚地表气温的显著冷却作用主要体现在东亚的西北部;大气CO2浓度降低会引起东亚地区0.2～0.9℃的普遍降温;相对而言,东亚植被的降温作用（0.5～1.0℃）主要显现在中国40°N以南的区域。与此同时,SST和海冰变化能引起中国东部年均降水一定程度的减少,而大气CO2浓度、陆地冰盖和地形、东亚植被单独变化均不会显著影响东亚年均降水的分布状况,然而,上述四项因子的共同变化会通过协同作用引起中国东部年均降水的显著减少,西部地区降水则与现在差别不大。此外,末次盛冰期东亚夏季风的显著减弱源于SST和海冰变化,冬季风变化则可归因于SST和海冰、陆地冰盖和地形的变化。     

世界海洋油气资源与勘探模式概述

描述了全球海洋油气储量的总体情况、海洋油气资源的地域分布以及海洋油气产量的状况与增长趋势。简略阐述了海洋油气勘探的阶段划分、海洋地质调查、海洋地球化学勘探、海洋非地震地球物理勘探以及海洋地震勘探各方法的基本特点、关键技术和常用手段等。对海洋油气勘探的前景,尤其是深水区和天然气水合物的勘探前景作了展望。     

Estimation of maximum saturated depth in two-layered drainage blankets over the barrier in landfill cover system

For accurately calculating the maximum saturated depth over the landfill barrier and analyzing the variation of liquid head with inflow time, a new method is presented that considers the unsteady-state condition. Based on the principle of water balance and the extended Dupuit assumption, the solution of the new method can be calculated. Also, this method is capable of revealing the effect of the multilayered drainage media. One of the advantages of the method presented in this paper is that it can be used to draw a phreatic surface in layered drainage media under unsteady-state condition and estimate the location of the maximum liquid depth, for both homogeneous conditions and two-layered drainage conditions. Based on the developed analysis method, the effects of a parametric variation on the maximum saturated depth and the variation of saturated depth with time are presented. The calculated results show that with the increase of slope gradients of cover system, the saturated depth of cover system is easy to reach a stable value. Moreover, when the drainage layer consists of two layers with different thickness and hydraulic conductivity, the increase of hydraulic conductivity of the upper drainage layer will make it easier for the saturated depth of cover system to reach a stable and lower value.     

Tsunami-induced scour at coastal roadways: a laboratory study

Coastal roads are lifelines for bringing emergency personnel and equipment into affected areas after tsunamis, thus careful thought should be given to how to make roadways safer from tsunamis. Scouring at roadways is the primary damage caused by tsunamis; however, tsunami-induced scouring and beach erosion are less understood compared to tsunami runup and tsunami inundation. A set of laboratory experiments are reported in this study on tsunami-induced scour at a road model situated on a sandy beach. Our experiments showed that the distance between the shoreline and a roadway, which varies with tides, was a key factor affecting the scour depth at the road. Having the coastal road at about half of the inundation distance is not the most ideal location. The depth of road embedment did not affect the scour depth in our experiments. It was also found that for typical tsunamis, the scour depth is unlikely to reach its equilibrium stage. The information reported in this study is useful for local authorities to assess potential tsunami damage of roads and to have a better plan for tsunami disaster relief.