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61.
大龙山岩体冷却史及其成矿关系的同位素研究   总被引:15,自引:0,他引:15       下载免费PDF全文
郑永飞  黄耀生 《地质科学》1997,32(4):465-477
根据全岩Rb-Sr、锆石U-Pb和角闪石、黑云母、钾长石K-Ar同位素年龄综合测定结果,再造了安庐石英正长岩带中大龙山岩体的冷却史。矿物对氧同位素地质测温结果证实,扩散作用是控制同位素体系封闭的主导因素。假定岩体冷却与地温梯度(100℃/Ma)同步降低,以二维热模式为参照,可以推算出大龙山岩体的原始侵位深度约为8km,成岩温度为800±50℃。早阶段石英正长岩体在136Ma侵位结晶后开始快速的冷却上升,冷却速率为27.4℃/Ma,上升速率为0.27mm/a;经过约18Ma后,岩体上升至地下约3km深处,温度为300±50℃,转为缓慢冷却上升,冷却速率为6.3℃/Ma,上升速率为0.06mm/a.晚阶段碱长花岗岩体于117Ma侵位结晶,嗣后开始快速的冷却上升,冷却速率为58.6℃/Ma,上升速率为0.59mm/a;经过约8Ma后,岩体转为缓慢冷却上升,冷却速率为7.2℃/Ma,上升速率为0.07mm/a.结合对国内外其它深成岩体冷却历史的研究,可见这类岩体的侵位上升一般经历了两个阶段:(1)早期高温岩体快速上升至定位,冷却速率显着大于区域地温梯度降低幅度;(2)晚期低温岩体与区域地质体一起缓慢隆起上升,冷却速率与区域地温梯度降低幅度一致。对形成于大龙山岩体接触带的热液铀矿床进行了沥青铀矿U-Pb同位素年龄测定,得到的矿化时间与黑云母K-Ar体系的封闭时间相近。气液包裹体测温结果指示,矿化温度与黑云母的Ar封闭温度相一致;脉石矿物氧同位素组成研究得到,成矿流体为岩浆期后热液。因此,该热液铀矿床的形成与岩浆结晶分异及嗣后的岩体缓慢冷却密切相关。  相似文献   
62.
7Be在土壤侵蚀示踪中的应用研究进展   总被引:7,自引:0,他引:7  
7Be是一种自然产生的放射性核素,由对流层和同温层大气中的氧和氮在宇宙射线作用下分裂生成,其半衰期为53.3天,7Be通过连续的干湿沉降作用到达土表,被土壤颗粒紧密吸附,其土壤环境化学行为与137Cs相似,因此,可以用于示踪某种特定土地利用方式或侵蚀事件下的土壤侵蚀作用的强度,空间分配以及季节性变化,7Be技术可与其它反映中长期土壤侵蚀的放射性核素(137Cs,210Pb)示踪技术相结合,共同表征某个流域的土壤侵蚀状况,对7Be示踪技术现有的土壤侵蚀速率定量估算模型进行了简述,并提出了各自的局限性及今后的研究方向。  相似文献   
63.
华南沿海断块构造近期活动幅度和速率的估算   总被引:1,自引:0,他引:1  
按既定的原则对华南沿海的断块构造区进行了划分。根据可大体确定时代的构造地貌面或沉积物;已测定~(14)C年代数据的指相样品和地壳形变测量资料,分别估算了第四纪各时期以来,晚更新世晚期以来和近40a以来各断块活动的幅度和速率。尽管所得的只是平均的最小值,但在新构造研究的应用方面,仍有实际意义,这类研究也有助于理论认识的提高。  相似文献   
64.
青藏高原隆升对中国、亚洲乃至世界的气候都有着重要影响,研究青藏高原地壳隆升速率具有重大意义.本文利用2004—2015年期间高覆盖度的卫星重力数据,通过去除陆地储水的重力效应获得地壳隆升引起的重力变化速率,基于直立长方体垂直运动与重力变化的关系模型反演了该区域的地壳隆升速率分布.研究结果表明在300 km的空间尺度下青藏高原隆升速率分布具有不均匀的特点,表现为以冈底斯山—唐古拉山—鲜水河断裂带为界线,其两侧的速率差异较大.位于界线以南,沿喜马拉雅推覆构造带的区域平均隆升速率为2.01±0.87 mm·a-1,其中西侧的印度板块与东侧的缅甸板块隆升速率分别为~2.43 mm·a-1、~2.89 mm·a-1,位于两板块之间的区域隆升速率为~0.69 mm·a-1;位于界线以北,除了天山区域和华北板块的隆升速率为~1 mm·a-1,其他区域隆升现象不明显,其速率为~0 mm·a-1.我们发现存在两条均穿过正断裂带区域的隆升速率梯度带,其中一条为从加德满都到塔里木盆地,其恰好穿过青藏高原内部的正断裂带,另一条为从那加山到四川盆地,其恰好穿过大理正断裂带.本文反演的青藏高原隆升速率与以往观测到的GPS结果有很好的一致性,为青藏高原隆升、地壳增厚等科学问题提供理论支持.  相似文献   
65.
Effects of short‐term (1 h exposure) and long‐term (7 d exposure) aluminium stress on photosynthesis and reproductive capacity have been studied in Euglena gracilis strain Z. Following concentrations of Altot (added as AlCl3) were tested: 0.5 mg L‐1, 1.0 mg L‐1, 1.5 mg L‐1, 2.5 mg L‐1, 5.0 mg L‐1, 7.5 mg L‐1, 10.0 mg L‐1, and 15.0 mg L‐1 Al, respectively. Growth rates at different aluminium concentrations did not show significant differences, except at 15.0 mg L‐1Al. Initial respiration was higher in long‐term than in the short‐term experiments. It is supposed that an energy‐dependent mechanism of excretion of aluminium ions has been active in the stressed cells. Consequently, the cells of E. gracilis after long‐term exposure to aluminium are believed to be more acclimatised to the aluminium stress. Photosynthetic efficiency (PE) has been negatively affected by aluminium in all experiments performed. Differences between control algae and those treated with aluminium were significant in all cases. PE in long‐term experiments was in general significantly higher at all concentrations of aluminium studied, compared to the short‐term experiments. The aluminium concentrations tested led only to a general decrease in PE while the level of decrease was not especially concentration‐dependent. In general, aluminium tolerance of E. gracilis can be estimated as low, especially by short‐term exposure. However, good acclimatisation capacity of this green flagellate to aluminium doses by long‐term exposure can be supposed.  相似文献   
66.
Sediment accumulation rates have been determined in Udai Sagar, Fateh Sagar and Pichola lakes, which lie in the arid climatic zone, using the210Pb method. The rate of sedimentation estimated in these lakes is 8.9, 3.42, and 2.80 mm/yr, respectively. River inflow, mining activity, and lithology contribute to controling the sediment deposition pattern in Udai Sagar Lake, whereas in Fateh Sagar and Pichola lakes, anthropogenic activity and erosion of loosely bound terrigenous material through wave action and varying lithology are the major contributors. Furthermore, a contribution from atmospheric fallout has not been ruled out due to occurrence of frequent duststorms, owing to strong wind conditions aided by barren hills devoid of vegetation as well as dumping of mining wastes in the area. The higher TDS and lower sedimentation rate in Pichola Lake compared to Fateh Sagar are due to the limestone lithology and better maintenance in the former, such as construction of parks, graveled roads, etc., to check the flow of silt into the lake. Fluctuations in metal content, for example, V, Cr, Co, Ni, Sr, and sedimentation rates are due to the variation in the sediment input at different time intervals.  相似文献   
67.
A simple, single-well push-pull test was conducted at a TCE-contaminated site to estimate the site-specific TCE degradation and permanganate (MnO4) consumption rate. Known quantities of a conservative tracer (Br) and permanganate were rapidly injected into a saturated aquifer then periodically sampled during extraction from the same well. Concentrations of Br, TCE, and MnO4 were measured; breakthrough curves (BTCs) for all species of solute were determined. Data analysis of BTCs for bromide and TCE showed that the first-order rate constant of TCE degradation by MnO4is 1.67 ± 0.152 h−1. Further, the in situ MnO4 demand rate by TCE and aquifer materials is estimated to be 0.54 ± 0.371 h−1. This study demonstrates that in situ push-pull tests are useful and economical tools for field investigations to determine contaminant reaction and oxidant consumption rates, which may then be used to optimize groundwater remediation designs.  相似文献   
68.
Frictional sliding of gabbro gouge under hydrothermal conditions   总被引:12,自引:0,他引:12  
We investigated the frictional sliding behaviour of gabbro gouge under hydrothermal conditions. Experiments were performed on 1-mm-thick gabbro gouge sandwiched between country rock pieces (with gouge inclined 35° to the sample axis) in a triaxial testing system with argon gas as the confining medium. In the first series, experiments were conducted under effective normal stresses of 200 MPa and 300 MPa respectively, with pore pressure of 10 MPa. For temperature over 400 °C, pore pressure of 30 MPa was also applied to implement supercritical water conditions. At temperatures up to 615 °C, slip rate steps ranging from 0.0488 μm/s to 1.22 μm/s were applied to obtain the rate dependence of friction.At 200 MPa effective normal stress and a pore pressure of 10 MPa, the steady state rate dependence ab shows velocity-weakening behaviour for temperatures between  200 and  310 °C. The higher temperature limit for velocity-weakening behaviour to occur extends up to  510 °C under supercritical water conditions with a pore pressure of 30 MPa. For the limited sliding distance in our experiments, only velocity-strengthening behaviour occurred at 300 MPa effective normal stress. Considering the limited displacement (< 3.5 mm), velocity-weakening behaviour may not be excluded in the high effective normal stress case for temperature below  510 °C.The coefficient of friction shows an increasing trend with increasing temperature in the low temperature range. The cut-off temperatures for the increasing trend are  250 °C and  440 °C, respectively for the 200 MPa and 300 MPa effective normal stress cases. Above the cut-off temperatures, the coefficient of friction at 1.83 mm permanent displacement varies around an average of 0.73, which is identical to the average for the oven-dried case [He, C., Yao, W., Wang, Z., Zhou, Y., 2006. Strength and stability of frictional sliding of gabbro gouge at elevated temperatures. Tectonophysics 427, 217–229, doi:10.1016/j.tecto.2006.05.023]. Together with the small value of rate dependence (ab < 0.0073) for the whole temperature range, these results indicate the absence of fluid-assisted creep.With the result of our experiments as a constraint on strength of frictional sliding, comparison between converted strength for strike–slip faults and creep strength of gabbro-like rocks implies fracturing and faulting behaviours in the lower crust of a cool area (Zhangbei) in North China.  相似文献   
69.
采用归一化速率变化方法对2008年汶川MS8.0地震震中周边19个定点台站观测到的地电阻率的时空变化过程进行了计算分析。时序分析结果显示:在汶川地震前,震中周边多个地电阻率台站准同步地出现了中短期前兆异常;空间分布过程显示,地震孕震过程中地电阻率在震中区域有负异常丛集和由远及近的迁移现象,负异常丛集呈象限分布,长轴方向与震源机制解主压力方向基本吻合,且受孕震断裂、台站位置、观测装置布设方向等的影响。  相似文献   
70.
在科尔沁固定、半固定及流动沙地上,测定了沙地植被的主要建群植物——差不嘎蒿种群及其无性系构件的热值,得出如下结论:①差不嘎蒿植物种群干物质热值表现为:Q1固定沙地 > Q1半固定沙地 > Q1流动沙地,且固定沙地和半固定沙地极显著地高于流动沙地。②差不嘎蒿植物种群所有构件的有机干物质比无显著性差异,干物质热值和去灰分热值的变化趋势基本一致,Q1固定沙地 > Q1半固定沙地Q1流动沙地,Q2固定沙地 > Q2半固定沙地Q2流动沙地。③差不嘎蒿植物种群各发育时期干物质热值、去灰分热值和有机干物质比表现出不同程度的差异。一般干物质热值表现为:Q1营养体 > Q1生殖枝 > Q1生殖枯枝。④营养体不同龄枝去灰分热值在固定沙地随枝龄的增加而显著地提高,流动沙地则随着枝龄的增加而显著地下降;半固定沙地介于两者之间,表现为中龄枝的去灰分热值显著地高于其它龄枝。⑤差不嘎蒿植物种群同一构件的有机干物质比与去灰分热值的相关性,除四龄枝外,其它各构件基本上表现为正相关,尤其是三龄枝最为典型;分析同一生境中处于不同发育状态的有机干物质比和去灰分热值呈现出负相关性,尤以固定沙地最为典型。  相似文献   
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