论太行山构造岩浆带的岩浆来源及其成因

本文以太行山构造岩浆带及其东西两侧断陷盆地的地质特征及深部探测资料为依据，探讨远离俯冲板内构造岩浆带中岩浆的成因、来源及侵位机制。提出了韧性流变－岩浆隆起模式。认为在区域构造应力场和地幔位势差、密度差的控制下?隆升的造山带剥蚀物向两侧断陷盆地搬运，而中下地壳则沿深部向山根缓倾的韧性拆离带迁移到造山带的深部，并在拆离剪切作用及流体的参与下形成深熔岩浆，这种深熔岩浆，在沿陡倾剪切带上侵过程中，不断与中     

泥河湾地区第四纪下限问题

本文主要根据泥河湾地区红崖剖面资料,着重讨论泥河湾层的时代归属、第四纪下限和泥河湾古湖的演化等问题。笔者认为,泥河湾层不仅包括下更新统,而且还包括部分中更新统和部分上新统,但不包括上更新统;第四纪下限年龄为2.6MaB.P.。本文还提出泥河湾古湖早在第三纪就已经形成,自第四纪以来至少有五次大的湖水涨缩,可能曾经一度干涸的看法。     

自行走隧道掘进机行进对地表沉降的理论分析

通过对自行走式隧道掘进机在地下爬坡过程中引起的地表变形进行了研究,结果表明：掘进机行进轨迹的纵向沉降曲线与随机介质理论预计的沉降曲线接近;在自行走掘进机埋深较浅时,横断面沉降曲线与Peck理论正态分布曲线误差较大,周向增阻结构嵌入土体能够造成地表土体的隆起。     

Numerical Modeling of Natural Fracture Distributions in Shale

The production efficiency of shale gas is affected by the interaction between hydraulic and natural fractures. This study presents a simulation of natural fractures in shale reservoirs, based on a discrete fracture network (DFN) method for hydraulic fracturing engineering. Fracture properties of the model are calculated from core fracture data, according to statistical mathematical analysis. The calculation results make full use of the quantitative information of core fracture orientation, density, opening and length, which constitute the direct and extensive data of mining engineering. The reliability and applicability of the model are analyzed with regard to model size and density, a calculation method for dominant size and density being proposed. Then, finite element analysis is applied to a hydraulic fracturing numerical simulation of a shale fractured reservoir in southeastern Chongqing. The hydraulic pressure distribution, fracture propagation, acoustic emission information and in situ stress changes during fracturing are analyzed. The results show the application of fracture statistics in fracture modeling and the influence of fracture distribution on hydraulic fracturing engineering. The present analysis may provide a reference for shale gas exploitation.     

Geodynamic settings of Mesozoic large-scale mineralization in North China and adjacent areas

Based on the summary of the highly precise datings of the metal deposits and related granitic rocks in North China craton and adjacent areas, such as the molybdenite Re-Os datings,⁴⁰Ar-³⁹Ar datings of mica, K-feldspar and quartz, some Rb-Sr isochrons, and the SHRIMP zircon U-Pb dating and single grain zircon U-Pb dating, we suggest that the large-scale mineralization in North China craton and adjacent areas take place in three periods of 200-160Ma, 140Ma±, and 130-110Ma. Their corresponding geodynamic settings are proposed to be the collision orogenic process, transformation of the tectonic regime, and delamination of the lithosphere, respectively, in light of analyzing the Mesozoic geodynamic evolution in the North China craton.     

Estimating longitudinal dispersion in rivers using Acoustic Doppler Current Profilers

The longitudinal dispersion coefficient (D) is an important parameter needed to describe the transport of solutes in rivers and streams. The dispersion coefficient is generally estimated from tracer studies but the method can be expensive and time consuming, especially for large rivers. A number of empirical relations are available to estimate the dispersion coefficient; however, these relations are known to produce estimates within an order of magnitude of the tracer value. The focus of this paper is on using the shear-flow dispersion theory to directly estimate the dispersion coefficient from velocity measurements obtained using an Acoustic Doppler Current Profiler (ADCP). Using tracer and hydrodynamic data collected within the same river reaches, we examined conditions under which the ADCP and tracer methods produced similar results. Since dead zones / transient storage (TS) are known to influence the dispersion coefficient, we assessed the relative importance of dead zones in different stream reaches using two tracer-based approaches: (1) TS modeling which explicitly accounts for dead zones and (2) the advection–dispersion equation (ADE) which does not have separate terms for dead zones. Dispersion coefficients based on the ADE tend to be relatively high as they describe some of the effects of dead zones as well. Results based on the ADCP method were found to be in good agreement with the ADE estimates indicating that storage zones play an important role in the estimated dispersion coefficients, especially at high flows. For the river sites examined in this paper, the tracer estimates of dispersion were close to the median values of the ADCP estimates obtained from multiple datasets within a reach. The ADCP method appears to be an excellent alternative to the traditional tracer-based method if care is taken to avoid spurious data and multiple datasets are used to compute a distance-weighted average or other appropriate measure that represents reach-averaged conditions.     

棉花耗水规律和灌溉随机控制

根据5年田间试验资料,分析了棉花产量与耗水量的抛物线关系,确定了棉花最佳耗水量;根据棉花植株在不同土壤湿度情况下气孔阻力、蒸腾强度和蕾铃脱落率的变化,确定了不同生育阶段的适宜水分指标和干旱指标。在此基础上,研制了棉花灌溉随机控制模型,可以动态预报棉田土壤有效水分含量和实际蒸散量,并从经济效益和水分利用效率的角度提出优化灌溉决策。     

陆面面积平均通量的参数化问

目前,气候和大气边界层物理研究中一个十分重要的研究方向就是面积平均通量的参数化问题。本文对这一研究方向中存在的问题、可能的解决方法和目前的研究进展情况进行了阐述,简要介绍了非均匀陆面影响的高度及其尺度划分,阐述了混合高度、参考层高度（观测高度和模式第一层高度）、近地层高度、内边界层高度、平衡层高度、粗糙度副层和边界层高度等之间的关系及其在非均匀尺度划分中的作用,并且阐述了整体输送公式在不同尺度的非均匀陆面中存在的问题及相应的可能解决办法。同时还对中尺度的非均匀陆面驱动的一类非经典中尺度环流的参数化,即中尺度通量的参数化问题进行了评述。最后针对内蒙古草原实验和青藏高原实验等具体问题,提出了边界层观测和非均匀陆面参数化方法的几点问题。     

豫西深秋一次典型超级单体风暴的多普勒雷达分析

利用三门峡市多普勒天气雷达资料,分析了2009年10月4日发生在河南渑池县的一次产生冰雹的超级单体风暴的回波结构及演变特征,结果表明:超级单体是在上冷下暖的大尺度环流背景和不稳定层结下产生的;其演变过程经历了生成、发展、成熟、消亡四个阶段;局地生成的弱回波若发展较快,速度场中又有逆风区与之配合,则容易发展成超级单体风暴,应引起高度重视;发展阶段回波强度加速增大,诸如底层钩状回波、有界弱回波区、中气旋等超级单体的典型结构特征开始出现,是发布预警的关键时段,大约可以提前15-30 min;成熟阶段最重要的特征是持续存在的中气旋。超级单体风暴其初始回波出现在4 km左右的中空,具有向上向下迅速发展的特点;最强回波强度大,顶高伸展高;当最强回波底到达地面时意味着冰雹、降水的开始,因而可以通过分析最强回波顶高的演变趋势来确定降雹强弱和时间;VIL可用来判断对流风暴强度,持续高的VIL值可能与超级单体风暴有关。     

鄂西电线积冰微物理观测研究

对2009年2月25日—3月4日湖北恩施雷达站的一次电线积冰过程,使用自动气象站、能见度仪、雾滴谱仪、雨滴谱仪等实测资料进行深入研究,分析了多种气象要素的演变,发现积冰期比无积冰期平均气温低5.6℃。对积冰期间3种天气状况下雾滴谱和降水粒子谱的特征进行了分析,结果表明:雾天和雨天的雾滴谱为单峰型,雨夹雪天为双峰型;雨天和雨夹雪天的降水粒子谱都为单峰型;雾滴平均数密度从大到小依次是:雨天(223.5 cm-3)、雨夹雪天(181.3 cm-3)、雾天(138.7 cm-3);雨天雨滴平均数密度为335.6 cm-3;雨夹雪天降水粒子平均数密度为1 502.1 cm-3。另外,实测数据表明积冰增长率从大到小依次是:雨夹雪天、雨天、雾天。