辽西花坤头营子地区旋卷构造特征浅析

辽宁西部花坤头营子地区旋卷构造是板块碰撞陆内造山作用结果.该构造由内环、外环及推覆体三部分组成.内环为一个完整的莲花状构造体系,由中心向外,岩石地层单位呈一圈一圈的,由老向新排列.外环为以雾迷山组为主体的北东向的瓦房子复背斜核部.内环与外环以塌陷断层、旋转挤压断层分隔.与该构造有关的矿产有铅锌、锰矿.     

黔东地区梵净山群与下江群凝灰岩SHRIMP锆石U-Pb年龄

根据黔东地区梵净山群回香坪组第6段凝灰岩SHRIMP锆石U-Pb年龄(840Ma±5Ma),结合下江群芙蓉坝组碎屑锆石年龄谱系及下江群新寨组(板溪群马底驿组)凝灰岩SHRIMP锆石U-Pb年龄(813.5Ma±9.6Ma),将其与广西四堡群和丹州群凝灰岩年龄进行对比。梵净山群回香坪组年龄与四堡群鱼西组凝灰岩年龄一致,2个地区均发育早期基性岩和枕状熔岩、晚期浅色花岗岩。该事件的精确定年对江南造山带西南端构造演化将有重要的地质意义。依据江南古陆新元古代低变质绿片岩的最新锆石U-Pb年龄,梵净山群(贵州)、四堡群(广西)、冷家溪群(湖南)、双桥山群(江西)与仓溪岩群(湖南)、宜丰岩群(江西)、张村群(江西),甚至与双溪坞群(浙西)在沉积年代上有一定的时间差,而上覆贵州下江群甲路组(814Ma)、广西丹州群合桐组(802Ma)、湖南板溪群张家湾组(802Ma)、江西登山群邓家组(766Ma)和浙江河上镇群骆家门组(791Ma)沉积起点的时间也不一致,但是两者之间均为角度不整合接触,反映出明显的造山事件。研究认为,不断地获得精确的地层年代数据将影响整个江南古陆变质基底的地层对比,并制约江南造山带的地质背景和成矿条件。     

新疆哈拉奇地区地面高精度磁测异常及解释简

新疆哈拉奇地区位于西南天山与塔里木盆地接触部位,属于航空磁法测量的边缘区,未开展过地面物探工作。此次开展地面高精度磁测工作,划分了6个区域磁异常区,圈定了3处次级高磁异常和1处局部高磁异常。推断区域磁异常由隐伏基性侵入岩、基底引起,次级高磁异常由构造引起,局部异常由矿体引起。磁异常解释为地质研究、寻找磁性矿产提供了参考依据。     

全球锂资源供需前景与对策建议

随着信息技术和新能源汽车等新兴产业的兴起,金属锂的地位和作用与日俱增。通过分析全球锂资源及其分布、供需现状及锂电发展对未来锂的供需影响,认为全球锂市场在中短期内将由供过于求向供需趋紧转变;长远来看,全球锂资源量大,且随着进入社会领域的锂产品规模扩大,锂的二次资源回收循环利用也将增加,理论上可以满足人类本世纪需求。锂的生产集中度过高、国内盐湖提锂工艺有待改进、锂电安全性问题等是制约中国锂业可持续发展的重要因素。因此,提出要将锂作为中国的新能源关键矿产,适时建立并启动锂的战略储备,加强高Mg/Li值盐湖卤水提锂工艺的科技公关,加强高性能锂电技术研发等对策建议。     

Field experiments and numerical simulations of whirlpool foundation pit dewatering

A whirlpool foundation pit is a small-diameter, deep circular pit. Because of its depth and small diameter, a large drawdown is required, and a limited number of wells can be installed inside the pit. During excavation, partially penetrating wells inside and outside the foundation pit have to be installed to lower the water level when the aquifer is too thick. However, partially penetrating wells near partially penetrating curtains cannot be treated by analytical methods. Therefore, it is necessary to use numerical methods to predict dewatering during excavation. Field experiments were performed on whirlpool foundation pit 1880 of Baosteel Group, Shanghai, China, to obtain pumping rates and drawdown, pumping with a single well and two wells in the confined aquifer. The results indicate that the drawdown inside the pit induced by pumping wells outside the foundation pit was small, whereas it was large for pumping wells inside the pit. The pumping wells inside and outside the pit had to be combined to lower the water level. A three-dimensional numerical model was developed to simulate the dewatering process. The hydraulic conductivities of the confined aquifers were inversed by using the pumping tests. Operation schedules were simulated with the corrected model for different combinations of wells inside and outside the pit. The results suggest that different schedules and operation conditions affect drawdown. The monitored results during dewatering indicate that the simulation and field measurements were in agreement. The results can be applied to similar situations.     

Experimental investigation on shear strength and permeability of a deeply dewatered sewage sludge for use in landfill covers

This paper presents an experimental study on a deeply dewatered sewage sludge produced by using a new technique of membrane filter press. The experiments involve measurements of sludge composition, basic physical properties, shear strength, water permeability, and leaching toxicity. The measurements of shear strength and permeability were also performed on the sludge specimens soaked in a low acid leachate or distilled water for 1 and 2 months. This is to investigate the influence of chemical change in pore fluid as a result of rainfall infiltration or leachate seepage at landfills. Comparison tests were also carried out on silty clay that is commonly used for landfill cover material. The experimental results show that the deeply dewatered sludge contains 66 % organic content and 85 % water content (dry mass basis). The undrained shear strength of the sludge is >25 kPa even after 2-month soaking in the leachate and distilled water, meeting the requirement of the Chinese standard [CJ/T249-2007, Disposal of sludge from municipal wastewater treatment plant: sludge quality for co-landfilling. Ministry of Building and Construction, P.R. China (in Chinese), 2007]. The measured cohesion and friction angle for the sludge are >20 kPa and 22.3°, respectively. The soaking of sludge specimens in either leachate or distilled water resulted in an increase in frictional angle by several degrees. The water permeability for the sludge ranges from 0.68 × 10^?8 to 1.3 × 10^?8 cm/s, and permeability after 2-month soaking is less than the minimum requirement for the barrier layer of landfill covers (i.e., 1.0 × 10^?7 cm/s). The concentrations of heavy metals leaching from the dewatered sludge are lower than the limit values of leaching toxicity for the wastewater discharge standard of China. The experimental results indicate that deeply dewatered sludge can be used as an alternative material for the barrier layer of landfill covers.     

江西岿美山钨矿矿床的成矿年龄及地质特征

江西省定南县岿美山钨矿区位于南岭东西向构造带东段与武夷山北东-北北东向构造带南段的复合部位,是赣南地区以石英脉型黑钨矿和矽卡岩型白钨矿共生为特征的钨矿床,其是否为南岭地区燕山期的成矿作用,一直没有精确的年代学研究成果。本文采用锆石SHRIMP U-Pb定年和辉钼矿Re-Os同位素定年技术,对岩体年龄和成矿年龄进行了精细的测定,获得成矿黑云母花岗岩体的锆石SHRIMP U-Pb年龄为（157.7±2.7） Ma（n=11,MSWD=1.9）,黑钨矿石英脉的辉钼矿Re-Os等时线年龄为（153.7±1.5） Ma（n=5,MSWD=0.16）,显示岿美山区是华南地区中生代钨矿大规模成岩成矿作用的产物之一。根据“五层楼+地下室”的找矿模型,并结合矿区的最新找矿线索,研究认为在矿区深部岩体的内外接触带具有存在新矿体的可能性,该区深部具有较大的找矿潜力,同时探索性地提出赣南地区石英脉型钨矿深边部存在矽卡岩型钨矿化的可能,对区域钨矿的深边部找矿工作具有指导意义。     

中国地热研究的进展与展望(1995～2014)

地热是主要地球物理场之一,地热能是地球的本土能源。李四光在20世纪60年代开创了我国地热科学。到90年代,学科体系基本建立。在过去20年里,我国地热研究得到了进一步深化和拓展。本文从大地热流、岩石圈热结构、地热系统、油气盆地地热、矿山地热、天然气水合物以及气候变化等方面回顾地热研究代表性的创新进展,并对深层地热、海洋地热、环境地热等研究方向作了展望。本文认为,过去20年我国地热研究成果丰硕,国际影响力得到提高,未来发展势头强劲。在经历了由浅入深,从今到古的成长之后,地热研究还将不断拓展领域,为我国地球科学,特别是能源与环境安全做出更大贡献。     

Hazardous geology zoning and influence factors in the near-shore shallow strata and seabed surface of the modern Yellow River Delta,China

In this study, on the basis of 3,200 km shallow stratigraphic section and side-scan sonar data of the coastal area of the Yellow River Delta, we delineated and interpreted a total of seven types of typical hazardous geologies, including the hazardous geology in the shallow strata (buried ancient channel and strata disturbance) and hazardous geology in the seabed surface strata (pit, erosive residual body, sand patch, sand wave and scour channel). We selected eight parameters representing the development scale of the hazardous geology as the zoning indexes, including the number of hazardous geology types, pit depth, height of erosive residual body, length of scour channel, area of sand patch, length of sand wave, width of the buried ancient channel and depth of strata disturbance, and implemented the grid processing of the research area to calculate the arithmetic sum of the zoning indexes of each unit grid one by one. We then adopted the clustering analysis method to divide the near-shore waters of the Yellow River Delta into five hazardous geology areas, namely the serious erosion disaster area controlled by Diaokou lobe waves, hazardous geology area of multi-disasters under the combined action of the Shenxiangou lobe river wave flow, accumulation type hazardous geology area controlled by the current estuary river, hazardous geology area of single disaster in the deep water area and potential hazardous geology area of the Chengdao Oilfield. All four of the main factors affecting the development of hazardous geology, namely the diffusion and movement of sediment flux of the Yellow River water entering the sea, seabed stability, bottom sediment type and distribution, as well as the marine hydrodynamic characteristics, show significant regional differentiation characteristics and laws. These characteristics and laws are consistent with the above-mentioned zoning results, in which the distribution, scale and genetic mechanism of hazardous geology are considered comprehensively. This indicates that the hazardous geology zoning based on the cluster analysis is a new attempt in research regarding the hazardous geology zoning of the near-shore waters of the modern Yellow River Delta and that this type of zoning has a high level of reasonability.     

黑龙江省春季浅层(0～20cm)地温变化特征及预报

利用1981-2012年黑龙江省74个气象观测站的气温、0 cm、10 cm、20 cm地温春季(3-5月)逐日资料,分析了黑龙江省春季浅层地温、气温变化特征.结果表明:0 cm地温年际间波动大,全省平均1987年最低,2008年最高;全省变化存在明显的空间一致性;尽管气候变暖使1990年代以后春季0 cm地温偏低年出现相对减少,但是出现春季浅层地温偏低的年份比例仍超过三分之一,并具有南部、北部反向变化的特征,2005年以后南北差异有减小的趋势.各地3月份开始解冻,主要农区10 cm地温稳定通过6℃的日期主要集中在4月中下旬.以10 cm地温为预报量,利用黑龙江省逐日气温、20 cm地温资料建立春季浅层地温预报模型,回代和2013年预报检验平均绝对误差平均为1.05℃,绝对误差最大值为1.9℃,4月份的预报结果要好于3、5月,可以应用于业务指导.