甘孜-玉树断裂带晚第四纪走滑速率与滑动分解作用

滑动速率是研究断裂运动学特征、地震活动性和区域应变分配的重要参数和依据。前人关于甘孜-玉树断裂带滑动速率的研究结果存在较大差异,因此,其晚第四纪滑动速率有待进一步调查研究。本文基于卫星影像解译和野外实地考察,对甘孜-玉树断裂带西段（玉树断裂）上典型断错地貌点进行测量分析,得到玉树断裂晚第四纪走滑速率为6.6±0.1-7.4±1.2mm/a。通过与前人对甘孜-玉树断裂带东段（甘孜断裂）滑动速率的研究结果进行对比,发现甘孜-玉树断裂带东、西段滑动速率不一致,其原因是甘孜断裂的左旋滑移在向西传递的过程中,一部分应变被分配到了巴塘盆地南缘断裂上。巴塘盆地南缘断裂的存在很好地解释了玉树断裂的走滑速率比甘孜断裂偏低的原因。但是,从区域变形来看,巴塘盆地南缘断裂分配的滑动速率恰好说明了甘孜-玉树断裂带东、西段及鲜水河断裂带的水平构造变形是协调一致的。     

Geochemistry, geochronology and mineralization of the rare-metal granites in the Daping Ta-Nb deposit, Fujian Province, South China

<正>1 Introduction Rare-metal granites are widely distributed in South China.The Daping porphyritic granitic Ta-Nb deposit,located in the Yongding area of south Fujian province,South China,is a large rare-metal deposit recently discovered.Few studies have been made of its petrology,mineralogy,geochemistry,chronology and metallogeny.In recent years,several exploratory drillings have been done in this deposit.These drilling holes,from 380 to 600     

攀枝花太阳能资源评价

为了有效地开发和利用攀枝花太阳能资源,本文在广泛搜集国内相关地区太阳辐射资料的基础上,整理了攀枝花几十年的太阳能相关气象数据,通过天文辐射量、日照百分率、经纬度、水汽压等因子建立相关辐射量计算模式,系统地分析和研究了攀枝花地区太阳能辐射量的主要分布特征和优势,对大力开发利用攀枝花太阳能资源提供了科学依据,并就如何发展特色农业和旅游业等综合开发利用方面提出了具体可行的对策建议。      

Matlab在北京飞机增雨航迹分析中的应用

飞机航迹分析是飞机云物理和大气环境探测中进行飞行探测资料整合中的一项重要工作,在GPS航迹资料分析中,资料的不连续和经纬度数据进制换算是飞机探测作业分析中常遏的问题。根据北京2004年增蓄型飞机人工增雨探测作业试验期间GPS航迹数据特点,通过Matlab分析讨论其中的问题,利用Matlab良好的矩阵运算功能,对航迹经纬度数据进行换算,并根据航迹记录时间的连续性特点,提出了对不恰当、丢失和重复数据的判断分析方法。分析使用表明,在飞机探测作业航迹分析中,Matlab可以很方便地进行数据分析处理,并能将结果进行多维可视化显示。     

浅谈县级气象局学习气象事业发展战略的几点思考

结合学习中国气象事业发展战略研究成果,深入分析了县级气象局的基本状况、社会地位以及存在的困难和问题与中国气象事业发展战略要求的差距,阐述了当前适合县级气象局发展的思路和对策.     

重庆市巴南区地热资源开发利用现状及前景分析

巴南区地热资源丰富,热储总存量为3.105×1015KJ,热流体储存总量为6.855×108m3。经30多年的开发利用,已初步形成了以东温泉、南温泉、桥口坝温泉为核心的温泉旅游开发格局,主要用于温泉房地产开发、风景区、温泉旅游、康乐疗养休闲、商务会展等。为提升开发利用水平,巴南区地热水资源开发要以市场为导向,以效益为目标,突出重点、打造精品、强化特色、完善配套,建设特色温泉产业。     

质子化壳聚糖吸附除磷效能研究

本研究通过质子化方法强化壳聚糖的除磷效果,研究壳聚糖的质子化度、吸附时间、磷的存在形态等因素对质子化壳聚糖除磷效果的影响,结果表明,壳聚糖对水中总磷及磷酸根的吸附效果随着其质子化度的升高而呈现明显加强的趋势;质子化壳聚糖对水中总磷的吸附量随着时间的延长而增加,吸附时间在70-80min时达到最大吸附量;水溶液中磷的存在形态,影响质子化壳聚糖的除磷效果。     

山东省地下水资源变化分析

地下水是山东省重要的水资源，对全省经济社会发展起到举足轻重的作用。20年来，由于水资源的外部环境发生了较大变化，导致地下水资源相应发生了很大变化；同时随着对地下水变化规律的进一步认识，评价方法的不断完善，也可在一定程度上表现出地下水资源的变化。通过对山东省第一、二次地下水资源评价中主要因素及评价成果的对比分析，对山东省地下水资源的变化进行了分析，为山东省地下水的合理开发利用提供依据。     

Ion chemistry of groundwater and the possible controls within Lhasa River Basin,SW Tibetan Plateau

In order to study the major ion chemistry and controls of groundwater, 65 groundwater samples were collected and their major ions measured from wells within Lhasa River Basin. Groundwater has the characteristics of slightly alkaline and moderate total dissolved solid (TDS). TDS concentration ranged from 122.0 to 489.9 mg/L with a median value of 271.2 mg/L. Almost all the groundwater samples suited for drinking and irrigation. The major cations of groundwater are Ca²⁺ and Mg²⁺, accounting for 59.6 and 31.3% of the cations, respectively. Meanwhile, HCO₃^? and SO₄^2? constituted about 56.7 and 36.9% of the anions, respectively, in Lhasa River Basin. The hydrochemical type of groundwater is HCO₃-SO₄-Ca-Mg. The chemical composition of groundwater samples located in the middle of Gibbs model, which indicates that the major chemical process of groundwater is controlled by rock weathering. Carbonate weathering was the dominant hydro-geochemical process controlling the concentration of major ions in groundwater within Lhasa River Basin, but silicate weathering also plays an important role.     

Study on the quantitative relationship between soil in situ strength and drilling parameters

The rational use of drilling parameters is a hot issue in the field of geotechnical engineering and geological engineering. A new method, for evaluating the bearing capacity of soils using drilling parameters was proposed. First, through the mechanical analysis of the drill bit, the preconditions and theoretical formulas for calculating the bearing capacity of soils using the bit’s torque are clearly defined. Next, drilling tests and dynamic cone penetration tests were performed on miscellaneous fill, silty clay, sandy clay, medium coarse sand and gravel sand, and the empirical formula for calculating the bearing capacity of these soils were given. Then, using the new method and the empirical formula, the bearing capacity of the soil under the roadbed was examined. The test results show that the bit’s torque is a good parameter for the evaluation of the bearing capacity of the soil. Finally, the application scope of the new method and the empirical formula is discussed, and the subsequent research directions are pointed out.