不同降温速率约束下橄榄石晶体形态演变及其地质意义

基于控制降温速率的动力结晶实验,对五大连池老黑山钾质玄武质熔岩的冷却结晶过程中橄榄石晶体形态随降温速率变化动力学演变进行了研究。实验研究表明,老黑山钾质玄武岩的熔融温度发生在1 022 ℃～1 260 ℃之间,峰值为1 166.3 ℃～1 186.5 ℃;实验产物主要由橄榄石和玻璃质组成,新生的橄榄石晶体形态差异较大,有针状骸晶、铁轨状骸晶、羽毛状雏晶、细长条状和粒状微晶。橄榄石晶体的生长、尺寸和形态、分布和实验产物的结晶程度与降温速率之间存在着密切关联。随着降温速率的变慢,橄榄石从针状（0.075 ℃ /min～0.5 ℃ /min）、铁轨状（0.075 ℃ /min～0.5 ℃ /min）、放射状与羽毛状（0.046 8 ℃ /min～0.075 ℃ /min）、细长条状（0.062 5 ℃ /min）等晶体演变为粒状微晶（0.03 ℃ /min）;同时,岩石的结晶程度逐渐增强,橄榄石晶体尺寸逐渐变大、自形程度逐渐变高,玻璃相和气孔逐渐减少。这种新生橄榄石形态的变化与降温速率的内在关联性,对认识老黑山熔岩流固结的动力结晶机制、熔岩流的运动机制有一定科学意义。     

贵州都匀马达岭滑坡运动特征研究

在暴雨触发作用下,2006年5月18日贵州都匀马达岭发生滑坡,滑体随即形成的碎屑流,充填了坡下长达1km的沟谷。滑坡堆积物在空间上有明显的分区特征,由上至下可分为滑源区、滑体堆积区、碎屑流流通区、碎屑流堆积区四个区域进行研究。在对马达岭滑坡进行详细野外调查的基础上,从滑坡的地形条件、堆积情况及运动特征等方面探讨滑坡的发生机理及运动过程,结果表明:马达岭滑坡为一高速远程滑坡,滑坡迅速启动并在特殊的破坏模式和地形条件下,形成了"一快一慢"两种不同的运动方式,即大块岩体"坐着"下伏流体的缓慢运移以及碰撞、铲刮形成的碎屑物质的高速抛飞。     

博格达与哈尔里克早泥盆世火山岩成因对比及其构造意义

本次研究在东天山博格达东段下涝坝南部新确认一套以安山岩为主的火山岩,为钙碱性系列,LA-ICP-MS锆石U-Pb年龄为397.5±4.7 Ma,属早泥盆世。该火山岩具有一致的轻稀土与重稀土分馏明显的右倾配分模式,K、Ba等大离子亲石元素显著富集,而Nb、Ta等高场强元素相对亏损,其原始岩浆可能来自于石榴石稳定域地幔橄榄岩2%~5%的部分熔融,同化混染程度较小。对应的哈尔里克南麓下泥盆统大南湖组火山岩为一套基性到酸性连续演化的钙碱性系列岩石,稀土丰度较下涝坝火山岩高,轻、重稀土之间分馏较弱,整体富集大离子亲石元素而亏损高场强元素。其岩浆可能来源于尖晶石稳定域地幔橄榄岩3%的部分熔融,受地壳物质混染明显,岩石后期蚀变较强。Hf/3-Th-Ta图解和Yb标准化的Th-Nb判别图解显示这两套泥盆纪火山岩均形成于与俯冲有关的活动陆缘环境,暗示博格达和哈尔里克地区在早泥盆世时期可能具有相同的大地构造环境。     

新密煤田翟沟井田山西组煤层特征及聚煤环境分析

以新密煤田翟沟井田勘探资料为基础,对井田区域特征、山西组煤层特征和沉积环境进行分析。研究表明：山西组下段为以泥坪＋泥炭沼泽＋泥坪沉积序列为主的潮坪沉积,山西组上段为以弱还原环境河流作用为主的三角洲沉积体系,山西组聚煤环境为滨岸潮坪环境;山西组二。煤层层位稳定,煤层结构简单,煤层厚度为0．82-12．20m,一般3—5m,平均厚度3．84m,煤层厚度的变化是受沉积环境、后期冲刷作用及构造作用综合作用的结果。     

豫西熊耳山青岗坪金矿床特征及其稳定同位素研究

青岗坪金矿为缓倾式构造蚀变岩型金矿床,具产状干缓、矿体薄、品位高、延伸长的特点。成矿物质主要来源于花山花岗岩,是燕山期花岗岩浆活动的产物,具有大中型矿床成矿条件。     

二叠纪海相碳酸盐的锶同位素演化及其意义

本文从沫阳和熊家场剖面二叠纪海相碳酸盐和玄武岩的锶同位素变化出发,讨论了碳酸盐的锶同位素组成与峨嵋山玄武岩喷发之间的关系,以及玄武岩中海相碳酸盐的锶同位素贫化原因,指出海相碳酸盐的锶同位素组成可作为了解地球构造演化的工具。     

The Seismic Induced Soft Sediment Deformation Structures in the Middle Jurassic of Western Qaidamu Basin

Intervals of soft-sediment deformation structures are well-exposed in Jurassic lacustrine deposits in the western Qaidamu basin. Through field observation, many soft-sediment deformation structures can be identified, such as convoluted bedding, liquefied sand veins, load and flame structures, slump structures and sliding-overlapping structures. Based on their genesis, soft-sediment deformation structures can be classified as three types: seismic induced structures, vertical loading structures, and horizontal shear structures. Based on their geometry and genesis analysis, they are seismic-induced structures. According to the characteristics of convoluted bedding structures and liquefied sand veins, it can be inferred that there were earthquakes greater than magnitude 6 in the study area during the middle Jurassic. Furthermore, the study of the slump structures and sliding-overlapping structures indicates that there was a southeastern slope during the middle Jurassic. Since the distance from the study area to the Altyn Mountain and the Altyn fault is no more than 10km, it can be also inferred that the Altyn Mountain existed then and that the Altyn strike-slip fault was active during the middle Jurassic.     

The 12 May Wenchuan earthquake-induced landslide lakes: distribution and preliminary risk evaluation

The Wenchuan earthquake, measured at M _s 8.0 according to the China Earthquake Administration, occurred at 14:28 on 12 May 2008 in the Sichuan Province of China. It brought overwhelming destruction to eight provinces and cities. Landslides and rock avalanches triggered by the earthquake produced 257 landslide lakes which were distributed along the fault rupture zone and river channels. The authors traveled to the disaster zone immediately after the earthquake to examine some of the features of the debris dams and performed a quick evaluation of the potential for outburst of earthquake-induced landslide lakes for the purpose of disaster relief. The preliminary analysis indicated that the landslide lakes could be classified as those exhibiting extremely high risk, medium risk, and low risk according to field observations and remote sensing, to determine material composition, dam structure, dam height, maximum water storage capacity, and size of the population potentially affected area. The failure risk of 21 debris dams were evaluated as follows: one dam with an extremely high danger risk, seven dams with a high danger, five dams with a medium danger, and eight dams of low danger. More concern was given to the Tangjiashan Lake and different scenarios for the potential sudden failure of its dam were assessed. The risk evaluation result was accepted in full, by the earthquake disaster relief office. A successful emergency dam treatment for risk reduction was planned, based on our assessments, and these measures were quickly carried out. According to this research, the earthquake destabilized the surrounding mountains, resulting in a prolonged geohazard for the area. Landslides and debris flows will continue to develop for at least 5 to 10 years after the Wenchuan earthquake and will produce additional dammed lakes. Recommendations and plans for earthquake–landslide lake mitigation were proposed, based on past successful practices.     

青岛灵山岛下白垩统湖泊风暴沉积与风暴作用

灵山岛背来石剖面发育了非常典型的湖泊风暴岩和风暴作用。非常典型的丘、洼状构造发育在火山岩底部的砂页岩中。丘状构造呈典型的丘状,规模不一,小者高数厘米,宽数十厘米;大者高2. 4m,宽12. 48m;具有典型的二元结构：底部为灰色或浅灰色的砂砾岩或砂岩;顶部为深灰色 黑色泥岩、页岩或薄层砂岩互层。砂砾岩分选磨圆均很差,砾石主要为片麻岩,直径多在数毫米到3~4cm,呈悬浮式胶结。砾岩底部为凹凸不平的侵蚀面,砾岩向丘状构造两翼变薄甚至尖灭,与下部侵蚀面呈典型的角度交切。丘状构造的上部的细粒层有四个要素：①上凸形态;②丘状交错层理;③下细上粗的二元结构;④底部具侵蚀面。洼状构造也具有典型的洼状,规模也不一,小者高数厘米,宽十余厘米;大者高2. 4m,宽18. 70m,具有下细上粗的（反)二元结构,但底部多为深灰 灰黑色、甚至黑色的泥岩、页岩或夹薄层砂岩,上部多为砂岩、砂砾岩或砾岩。完整的洼状构造也有四个要素：①下凹形态;②或有洼状交错层理;③下细上粗的（反)二元结构;④底部具侵蚀面。丘状构造与洼状构造在空间上相邻共生,但不是同时形成的,一个连续的完整序列是丘状构造形成在先,洼状构造形成在后,其间由一个粒度较细的薄层分隔开（风暴最高水位时的“静”水沉积)。基于实验和丘洼构造参数计算了风暴浪的相关参数。     

Characteristics of stable isotope and hydrochemistry of the groundwater around Qinghai Lake, NE Qinghai-Tibet Plateau, China

The integrated use of isotopic and hydrochemical tracers is an effective approach for investigating complex hydrological processes of groundwater. The stable isotope composition and hydrochemistry of the groundwater around Qinghai Lake were investigated to study the sources and recharge areas. Most of the groundwater points lie close to the local meteoric water line, indicating that the ground waters were recharged primarily from precipitation in the basin, though it had undergone varying degrees of evaporation. The hydrochemical analysis showed that the groundwater was mainly freshwater and that the hydrochemical type was Ca–Mg–HCO₃; the results of the boomerang envelope model and solutes calculated indicated that the groundwater chemistry was mainly controlled by carbonate dissolution around Qinghai Lake. The recharge altitudes of groundwater were relatively low (at 3,400 m.a.s.l) on the northern shore of Qinghai Lake (locations G1 and G5), relatively high (above 3,900 m.a.s.l) on the southern shore (locations G3 and G4), and approximately 3,700 m.a.s.l on the western shore (location G2). Furthermore, groundwater samples from the fault zone (e.g., G3) would be recharged in part from fissure or inter-basin water. High salinity of groundwater on the western shore (location G2) was related with the evaporite dissolution, the groundwater is unsuitable for drinking, and the drinking water should be improved and enhanced in this area. Knowledge of our research can promote effective management of water resources in this cold and semiarid region and add new data to global groundwater database.