黄河三角洲河道沉积规律研究Ⅱ. 建林边滩沉积作用机理

通过对建林边滩沉积物粒度分布、粒度参数及水体流变性质的分析，阐述了黄河三角洲上河道水流属于牵引流范畴，与低含沙水流无本质上的差别，并探讨沉积物搬运和沉积的基本特征。     

青岛胶州湾3.2级地震构造背景与控震断裂

本文应用构造分析的方法 ,对青岛胶州湾 3.2级地震发生的地震地质背景和构造背景进行分析。结果表明 :胶州湾 3.2级地震主要受 NEE向郝官庄断裂和 NNW向大沽河断裂控制 ,并根据现代活动断裂的标志 ,对上述 2组断裂活动性特征作了阐述     

初至层析静校正在复杂山地三维地震勘探中的应用

随着地形高差增大、地貌单元多变、近地表模型复杂,目前被广泛应用的初至折射静校正的精度已无法满足精细勘探的要求。初至层析静校正技术,由给定的初始模型进行正演,用射线追踪方法得到初始模型的初至波,利用该初至波和实际拾取的初至波进行比较,计算地表模型的修正量,反复迭代求得准确的地表模型。山西省国阳新能股份有限公司二矿390水平九采扩区地表标高940～1100m,地貌单元复杂,在对该区资料处理时,利用初至层析折射静校正,经9次迭代计算后,真实地刻划出近地表模型。在二种静校正技术对比中,初至折射静校正不但近地表模型精度低于层析折射静校正,而且其叠加剖面精细程度也远低于层析静校正,如在初至折射静校正叠加剖面同相轴上呈现的凹凸形态,在层析静校正叠加剖面并无显示,且后者剖面的信噪比也比前者明显提高。     

鲍店煤矿突水条件分析

对影响鲍店3煤安金井采的3煤顶、底部砂岩和红层的水文地质条件进行了分析,对其突水特征作了简明讨论,应用突水判别模式对本矿十采区作了安全开采评价,划分了可能突水的工作面,对今后的安全开采有一定的指导意义.     

乌鲁木齐西山断层新构造运动特征

展布于哈萨克斯坦—准噶尔亚板块南缘西山南麓的乌鲁木齐西山断层，构造地貌发育，航卫片上线性影象清晰，呈舒缓波状。断面倾向ＮＷＷ，倾角６０°～８３°。破碎带宽约１００ｍ，内含多个断面，构成叠瓦状构造，逆冲量颇大。在走向近ＮＥ区段有一定左行走滑活动分量。新构造运动使侏罗系逆冲到中更新统之上，断层断错了全新统的冲积层。由中强地震沿西山断层分布资料显示，现今仍为粘滑活动。经１４Ｃ测年确定，最近两次明显粘滑活动时间为４７５９ａ和４９３ａ，其时间间隔为４２６６ａ，其中一个断面的逆冲量分别为１．０ｍ和０．２５ｍ。     

Simulation of groundwater level recovery in abandoned mines,Fengfeng coalfield,China

Abandoned mines are of high potential risk as they could be a large underground storage of pollutants(heavy metals and organic wastes, etc.). Various physical, chemical and biological reactions would take place when groundwater flows into underground spaces, which makes abandoned mine a huge potential hazard to groundwater environment. The recovery of groundwater level is one of the key elements controlling the reactions and causing such hazards. This paper simulated groundwater level recovery processes in the abandoned mines, Fengfeng coalfield by using the computer program FEFLOW. The paper integrated the pipe flow model, "three zones" model and groundwater inrush(discharge) model in the simulation of groundwater in the complex laneway-aquifer system. Groundwater flow in the laneway systems was considered pipe flow and described in Bernoulli equation. The water-bearing medium(coal seam roof) overlying the laneway systems was divided into "three zones" composed of the caving zone, fissure zone and bending zone based on the disruption degrees of previous mining. Groundwater in the Ordovician limestone aquifer(bottom of coal seam) flowing into laneway systems was considered a major inrush/recharge source, and its flow rate was calculated by an inrush(discharge) model which was newly developed in this study and incorporated into FEFLOW. The results showed that it would take approximately 95 days for groundwater in abandoned mines to recover to regional groundwater level elevation, and the total amount of water filling up would be about 1.41195×10~7 m~3, which is consistent with the actual data. The study could be of theoretical and practical significance to mitigate abandoned mines' hazards and improve mine groundwater utilization.     

统计方法在数值模式中应用的若干新进展

目前,数值模式的准确性不断提高,天气预报和气候预测越来越依靠数值模式。数值模式不仅仅是求解描述大气运动和热力过程的方程组,其中也大量使用了统计方法,统计方法是数值模式的重要组成部分。本文对统计方法在数值模式中应用的最新进展进行了综述。首先,分析了统计方法在数值模式的资料同化、集合预报、次网格尺度物理过程参数化方案、数值产品统计释用、延伸期预报、模式检验等方面的应用。然后阐述了贝叶斯统计在数值模式中应用的新进展。最后,对统计方法在数值模式中应用的未来发展趋势进行了展望。     

Assessment of surface air warming in northeast China, with emphasis on the impacts of urbanization

Based on homogenized land surface air temperature (SAT) data (derived from China Homogenized Historical Temperature (CHHT) 1.0), the warming trends over Northeast China are detected in this paper, and the impacts of urban heat islands (UHIs) evaluated. Results show that this region is undergoing rapid warming: the trends of annual mean minimum temperature (MMIT), mean temperature (MT), and mean maximum temperature (MMAT) are 0.40 C decade^?1, 0.32 C decade^?1, and 0.23 C decade^?1, respectively. Regional average temperature series built with these networks including and excluding “typical urban stations” are compared for the periods of 1954–2005. Although impacts of UHIs on the absolute annual and seasonal temperature are identified, UHI contributions to the long-term trends are less than 10% of the regional total warming during the period. The large warming trend during the period is due to a regime shift in around 1988, which accounted for about 51% of the regional warming.     

Potential ecological risk of cadmium, lead and arsenic in agricultural black soil in Jilin Province, China

Potential ecological risk of cadmium (Cd), lead (Pb) and arsenic (As) in agricultural black soil in Jilin Province, China was analyzed by the methods of risk assessment based on dose–effect relationships and ecological risk index. Heavy Cd-contamination occurred mainly around the coal mine region. The accumulation area for Pb appeared mostly in the suburbs and roadsides, whereas the higher As content was mainly found in the farmland of suburb and coal mine vicinity. In acute toxicity test, Cd, Pb and As in the soil had adverse effects on both roots and shoots growth in soybean with the greatest toxicity of arsenic and the least toxicity of lead at the same concentration levels. Exposed to Cd, Pb and As, the EC₅₀ (50% effective concentration) values for the growth of soybean root (shoot) were 212.59 (376.70), 528.53 (828.69) and 194.60 (299.03) mg/kg, respectively. Results of potential ecological risk index showed that soil contamination from Cd in some samples had very high potential ecological risk; Pb contamination for almost all sampling sites had moderate ecological risk; while soil contamination from As had low ecological risk. With the present accumulation rate, concentrations of Cd, Pb and As in agricultural black soil near coal mine would reach the threshold values in 68, 175 and 120 years, respectively.     

安达曼海东部凹陷渐新世以来断裂–构造演化特征及其成因探讨

本文研究内容为印度洋东北部边缘海安达曼海的构造演化。利用安达曼海域东部大范围二维地震数据资料及钻井数据,结合区域地质概况以及前人研究成果,选取8条具有代表性的断层并将其划分为一级和二级断裂,运用生长指数法和古落差法对断层进行定量分析,再通过计算安达曼海东部凹陷4条主测线的构造沉降量,探讨构造演化过程。结果表明：选取的生长断层中3条属于一级断裂,跨度大,几乎切穿整个地层,属于控制安达曼海域地区沉降的大断裂;另外5条属于二级断裂,控制构造带的展布情况,属于构造带的分界线。渐新世时期,印度–澳大利亚板块与欧亚板块之间处于软碰撞阶段,断层发育缓慢,上下盘落差较小,生长指数与构造沉降量也处于低值;中新世时期,板块之间的耦合效应不断增强,断层发育速度加快,此时上下盘厚度最大,是形成多处断裂带以及多种断裂样式的关键时期,各地层生长指数和构造沉降量也达到峰值。上新世至今,安达曼海沟–弧–盆体系逐渐稳定,断层活动减弱,断裂上下盘厚度差基本一致,生长指数差异较小,构造沉降量基本稳定在 1 km 左右。