鲁中东-苏西北Au- Fe金刚石成矿带特征及资源潜力

随着找矿的深入,在鲁中东-苏西北地区新发现了一批大中型金、铁和金刚石矿床,该区已成为我国重要的矿产资源基地。本文在新的研究成果和认识基础上,通过综合分析,在该地区划分新的重要成矿部署区带,厘定边界并命名为"鲁中东-苏西北Au-Fe金刚石成矿带",初步建立了该成矿带成矿谱系,结果显示成矿带内存在太古宙、元古宙、古生代、中生代以及新生代等5期成矿。区内矿产以金、铁以及金刚石为主,金矿床类型主要有石英脉型、破碎蚀变岩型,铁矿类型主要有沉积变质型和矽卡岩型,金刚石矿主要为岩浆型。结合研究区找矿最新进展和全国矿产资源潜力评价最新成果,认为本区Au、Fe、金刚石资源潜力巨大。在此基础上划分了6处远景区,为进一步实现找矿突破及地质找矿战略部署提供了科学依据。     

福建龙海杨梅产地元素地球化学特征

福建省是中国杨梅重要产地,其中龙海市浮宫杨梅因其独特品质而名扬海外,是当地的名特优农产品。以龙海杨梅产地为研究区,系统采集了35套岩石-土壤-杨梅果实样品,测定了主量组分、植物营养有益元素、有害元素以及土壤部分营养元素有效态含量。研究表明：受地质背景影响,浮宫镇及其周边杨梅产地土壤中植物营养有益元素的有效度及其有效量普遍高于东泗镇,而有害元素含量较低,为浮宫杨梅的优质高产、富硒杨梅产出提供了地质地球化学条件;土壤中植物营养元素P、Mn、Cu、Zn、S有效态含量与其全量显著正相关;研究区岩石、土壤Se含量均远高于全国平均水平,采集的35件杨梅果实样品富硒率高达74.3%;植物营养有益元素的富集系数明显高于有害元素,显示出杨梅对营养有益元素的选择性吸收以及对有害元素的阻遏作用。     

锈蚀钢筋混凝土框架中节点抗剪强度研究

随着服役时间的增长，侵蚀环境下钢筋混凝土框架节点因钢筋发生不同程度的锈蚀而造成承载性能下降，严重影响建筑结构的安全使用。本文在已有钢筋混凝土框架节点抗剪强度理论模型的基础上，考虑钢筋锈蚀对框架节点受力性能的影响，建立锈蚀钢筋混凝土框架中节点受剪承载力计算公式。通过11组锈蚀钢筋混凝土节点试验数据，对建议理论模型进行验证。研究结果表明，锈蚀钢筋混凝土节点受剪承载力试验值与理论计算值之比的平均值为0.951，方差为0.075，二者吻合较好，本文建议的计算方法可用于锈蚀钢筋混凝土框架中节点承载力分析。     

ɽ�����ݴ��Ľ���λ�ƺ�Ӧ��������

???????GPS????????????????????λ?????????????????о??????????????????С????α??????????????????????仯???????????繤?????????????????????????????????????????????????￡??????????????????????????????????????仯??????????????λ????????????????????????????????е????????????С???????????????????С?????α?????й?????????????????????????????????????????й??????????С?????α????????????С????????????????????????????????????????????2006??2009??????????????????????????????????????????????????С???,?????????????????????????????????????????????????????仯???????????????????????????     

唐山市海岛岸滩旅游环境质量评价

海滩作为宝贵的滨海旅游资源,其质量问题越来越受到关注,海滩质量评价不仅能为海滩使用者提供帮助,也为提高旅游海滩质量提供指导方法。唐山市砂质岸滩资源丰富,岸线总长度约50 km,几乎全部位于海岛,砂质细腻。参考国内外质量评价标准,选取25个评价因子(自然因子12个,社会因子13个)对唐山市海滩进行评价,综合来看,海滩质量以祥云岛最好,龙岛次之,其余海岛均表现为一般。     

高新技术产业开发区创新生态系统韧性的内涵及测度——以湖南省为例

高新区创新生态系统作为一个动态、开放的复杂系统,在发展过程中会遇到各种风险,如何有效应对外部冲击与扰动,保持系统稳定性、可持续性,成为高新区发展面临的现实问题。文章引入韧性理念,探讨了高新区创新生态系统韧性的内涵、特征,运用适应性循环理论分析其演化过程,从抵抗力、吸收力、恢复力和转型力4个维度构建其测度指标体系。并运用TOPSIS方法,以湖南省46家高新区为研究对象,对其创新生态系统韧性水平、时空格局特征进行了实证分析。研究发现：1）高新区创新生态系统韧性是系统受到扰动后,维持原有特性、原有功能和进一步成长的能力,具有复杂性、动态演化性、尺度关联性和可调节性等特征。2）高新区创新生态系统韧性在内外部环境的作用下不断演化,呈现出开发、存储、释放、更新4个阶段,并与所在城市、区域以及内部企业共同作用,构成多尺度嵌套的自适应循环。3) 2012―2020年湖南省高新区创新生态系统韧性水平不断提升,应对扰动的能力持续增强,但整体水平仍然不高,从各维度指标看,转型力增长幅度最为明显,其次是吸收力和抵抗力,恢复力增长幅度最小,成为系统整体韧性提升的短板;空间格局上,呈现明显的空间分异现象,韧性较高...     

延边地区天宝山多金属矿田的流体特征与成矿模式

天宝山铅锌铜钼多金属矿田由新兴铅-锌矿床、东风铅-锌-铜-钼矿床和立山铜-铅-锌矿床组成,它们分别产在侏罗纪黑云母花岗闪长岩、闪长岩与古生代海相火山-沉积岩的接触带和岩体内部。矿床地质特征研究表明:新兴铅-锌矿床以石英硫化物充填胶结角砾岩筒矿体为特征,具有与中温岩浆热液矿床类似的蚀变特征;东风铅-锌-铜-钼矿床以发育浸染状硫化物、石英硫化物脉和辉钼矿石英脉为特征,具有接触交代热液矿床特征;立山铜-铅-锌矿床则以磁铁矿、方铅矿和闪锌矿等多金属硫化物矿化发育为特征,具有典型的接触交代矽卡岩型矿床特征。对主成矿阶段以及成矿晚阶段的脉石矿物石英流体包裹体研究揭示:新兴铅-锌矿床的石英-黄铁矿阶段、石英-闪锌矿-方铅矿-黄铜矿多金属硫化物阶段和石英-碳酸盐阶段对应的温度分别为270～340℃、190～260℃、130～160℃;盐度(w(NaCl))和密度分别为0.62%～9.86%和0.37～1.00g/cm3;压力为37.31～87.69MPa;激光拉曼光谱分析获得流体包裹体的成分主要为CO2、H2O,含有少量的CH4和N2。东风铅-锌-铜-钼矿床的石英-辉钼矿阶段、石英-闪锌矿-方铅矿-黄铜矿多金属硫化物阶段和石英-碳酸盐阶段对应的温度分别为280～337℃、200～260℃、101～190℃;盐度和密度分别为7.16%～23.95%和0.96～1.12g/cm3;压力为28.23～56.64MPa;激光拉曼光谱分析获得流体包裹体成分为H2O。立山铜-铅-锌矿床的磁铁矿-石英脉阶段、石英-方铅矿-闪锌矿-黄铜矿等多金属硫化物和石英-碳酸盐阶段对应的温度分别为210～240℃、170～200℃、126～160℃,盐度和密度分别为2.07%～9.47%和0.89～0.92g/cm3;压力为33.88～59.72 MPa;激光拉曼光谱分析获得流体包裹体成分为CO2和CH4。基于矿床地质特征、成矿流体性质和来源等方面的讨论,建立了天宝山多金属矿田的成矿模式。     

岷县漳县M_S6.6地震前区域形变场的特征

利用1999—2007、2009—2011年的流动GNSS观测资料和2010.5年以来的连续GNSS观测资料与处理结果,分析了2013年7月岷县漳县MS6.6地震区域水平形变场及其变化。获得的结果显示:①岷县漳县MS6.6地震发生在地壳运动的转折区域内,该区域运动量级较小、水平形变也相对较弱;②发震区带1999—2007年最大主应变为正负应变的过渡带,2009—2011年最小主应变也为正负应变的过渡带,1999—2007年则相对较大;③发震区带最大剪切应变相对较小,同时也是旋剪形变左、右旋的转化区;④连续站的结果显示该地震是在几乎纯逆冲构造活动背景下发生的,同震形变较小,其范围在距震中数十公里的半径内;⑤震前未发现GNSS观测结果中存在短临异常,但存在着趋势性形变亏损异常等。     

西北地区城镇化建设中雨水利用探讨

城镇化是西北地区发展的必由之路,然而最大的自然障碍因素是水资源严重短缺。国外较早地开展并已有效地利用了城市雨水,而我国起步比较晚。西北地区在推进城镇化建设中,宜把城市雨水资源化作为城市节水的方向之一。城市雨水资源的利用对西北地区城市可持续发展有重要的意义。     

Movement and strain conditions of active blocks in the Chinese mainland

The definition of active block is given from the angles of crustal deformation and strain. The movement and strain parameters of active blocks are estimated according to the unified velocity field composed of the velocities at 1598 GPS stations obtained from GPS measurements carried out in the past years in the Chinese mainland and the surrounding areas. The movement and strain conditions of the blocks are analyzed. The active blocks in the Chinese mainland have a consistent E-trending movement component, but its N and S components are not consistent. The blocks in the western part have a consistent N-trending movement and the blocks in the eastern part have a consistent S-trending movement. In the area to the east of 90°E, that is the area from Himalayas block towards NE, the movement direction of the blocks rotates clockwisely and the movement rates of the blocks are different. Generally, the movement rate is large in the west and south and small in the east and north with a difference of 3 to 4 times between the rates in the west and east. The distributions of principal compressive strain directions of the blocks are also different. The principal strain of the blocks located to the west of 90oE is basically in the SN direction, the principal compressive strain of the blocks in the northeastern part of Qingzang plateau is roughly in the NE direction and the direction of principal compressive strain of the blocks in the southeastern part of Qingzang plateau rounds clockwisely the east end of Himalayas structure. In addition, the principal strain and shear strain rates of the blocks are also different. The Himalayas and Tianshan blocks have the largest principal compressive strain and the maximum shear strain rate. Then, Lhasa, Qiangtang, Southwest Yunnan (SW Yunnan), Qilian and Sichuan-Yunan (Chuan-Dian) blocks followed. The strain rate of the blocks in the eastern part is smaller. The estimation based on the stain condition indicates that Himalayas block is still the area with the most intensive tectonic activity and it shortens in the NS direction at the rate of 15.2±1.5 mm/a. Tianshan block ranks the second and it shortens in the NS direction at the rate of 10.1±0.9 mm/a. At present, the two blocks are still uprising. It can be seen from superficial strain that the Chinese mainland is predominated by superficial expansion. Almost the total area in the eastern part of the Chinese mainland is expanded, while in the western part, the superficial compression and expansion are alternatively distributed from the south to the north. In the Chinese mainland, most EW-trending or proximate EW-trending faults have the left-lateral or left-lateral strike-slip relative movements along both sides, and most NS-trending faults have the right-lateral or right-lateral strike-slip relative movements along both sides. According to the data from GPS measurements the left-lateral strike-slip rate is 4.8±1.3 mm/a in the central part of Altun fault and 9.8±2.2 mm/a on Xianshuihe fault. The movement of the fault along the block boundary has provided the condition for block movement, so the movements of the block and its boundary are consistent, but the movement levels of the blocks are different. The statistic results indicate that the relative movement between most blocks is quite significant, which proves that active blocks exist. Himalayas, Tianshan, Qiangtang and SW Yunnan blocks have the most intensive movement; China-Mongolia, China-Korea (China-Korea), Alxa and South China blocks are rather stable. The mutual action of India, Pacific and Philippine Sea plates versus Eurasia plate is the principal driving force to the block movement in the Chinese mainland. Under the NNE-trending intensive press from India plate, the crustal matter of Qingzang plateau moves to the NNE and NE directions, then is hindered by the blocks located in the northern, northeastern and eastern parts. The crustal matter moves towards the Indian Ocean by the southeastern part of the plateau.