峨眉地幔柱构造对四川盆地栖霞期沉积格局的影响

一系列地质分析表明,上升的地幔柱通常能造成大规模的地壳抬升以及形成穹窿状隆起地貌,并控制区域古地理格局和沉积相带展布.根据四川盆地内钻遇柄霞组的井下资料,以及盆地内部和周边栖霞组野外露头剖面的岩性、古生物组合及沉积构造特征,并结合前人对峨眉山大火成岩省及峨眉地幔柱的研究资料,本文系统讨论了峨眉地幔柱活动对该区中二叠世柄...     

Experimental study on the effectiveness of TLDs under wave loading

The objective of this study is to experimentally investigate the effectiveness of Tuned Liquid Dampers (TLDs) for suppressing the dynamic response of a platform structure subjected to wave loading and to explore the applicability of TLDs for suppressing the structural vibration of fixed offshore platforms. The experimental model is scaled according to a full size platform by matching its dynamic properties. Rectangular and circular TLDs of various sizes and water depths are examined.The experiments were performed in a 2-D wave flume. The effectiveness of TLDs is evaluated based on their response reduction. By observing the performance and the behavior of TLDs through laboratory experiments, the effects of a number of parameters including container shape, container size, number of dampers, frequency ratio, mass ratio, and incident wave characteristics are investigated.     

益气活血法联合常规西药治疗陈旧性心肌梗死气虚血瘀证45 例

目的：观察益气活血法联合常规西药治疗陈旧性心肌梗死气虚血瘀证患者的疗效。方法：将90 例陈旧性心肌梗死气虚血瘀证患者随机分为治疗组与对照组,每组各45 例。对照组采用常规西药治疗,治疗组在对照组基础上配合益气活血法治疗。观察2组中医证候疗效及左室舒张末期内径（LVEDD）、左室收缩末期内径（LVESD）、左室射血分数（LVEF）、心排血量（CO）等心功能指标。结果：总有效率治疗组为93.3%（42/45）,对照组为73.3%（33/45）,2组比较,差异有统计学意义（P＜0.05）。治疗后,治疗组LVEDD、LVESD明显低于对照组,LVEF、CO明显高于对照组,差异均有统计学意义（P＜0.01）。结论：采用益气活血法联合常规西药治疗陈旧性心肌梗死气虚血瘀证可有效提升治疗效果,改善患者心功能,促进疾病康复。     

基于作物空间分配模型的东北三省春玉米时空分布特征

利用1980-2010 年东北三省分县玉米播种面积与产量统计、耕地分布、农业灌溉分布以及作物适宜性分布等多源数据,结合基于交叉信息熵原理的作物空间分配模型（Spatial Production Allocation Model,SPAM）,在5'×5'的像元尺度模拟了春玉米种植面积与产量的时空分布,并重点分析了两者在纬向、经向,以及高程上的时空变化规律。结果显示：（1）玉米种植面积在2000 年前向北扩展至北纬44°~48°间,2000 年后在中南部出现大规模发展（北纬42°~44°）,并进一步向东扩展至东经123°~127°间,同时还表现为向低海拔（高程100 m以下）和较高海拔（高程200~350 m）扩展的态势;（2）单产在纬向上的增加区主要集中在北纬42°~48°,经向上的单产增加则相对均匀,高程上单产提升区主要集中在海拔350 m以下。（3）像元内玉米种植比例整体上由中低种植比例为主逐步演变为中高比例占据主体,并且中高种植比例像元对应的玉米单产水平整体上较高,反映了市场经济驱动下的玉米种植集聚化和规模化的发展趋势。     

Oblique wave motion over multiple submerged porous bars near a vertical wall

This study examines oblique wave motion over multiple submerged porous bars in front of a vertical wall. Based on linear potential theory, an analytical solution for the present problem is developed using matched eigenfunction expansions. A complex dispersion relation is adopted to describe the wave elevation and energy dissipation over submerged porous bars. In the analytical solution, no limitations on the bar number, bar size, and spacing between adjacent bars are set. The convergence of the analytical solution is satisfactory, and the correctness of the analytical solution is confirmed by an independently developed multi-domain BEM (boundary element method) solution. Numerical examples are presented to examine the reflection and transmission coefficients of porous bars, C _R and C _T , respectively, for engineering applications. The calculation results show that when the sum of widths for all the porous bars is fixed, increasing the bar number can significantly improve the sheltering function of the bars. Increasing the bar height can cause more wave energy dissipation and lower C _R and C _T . The spacing between adjacent bars and the spacing between the last bar and the vertical wall are the key parameters affecting C _R and C _T . The proposed analytical method may be used to analyze the hydrodynamic performance of submerged porous bars in preliminary engineering designs.     

Numerical simulation of seawater intrusion from estuary into river using a coupled modeling system

One of the most important causes of the freshwater shortage in estuarine area is the increasing seawater intrusion into the river. To simulate seawater intrusion properly, two important factors should be considered. One is the bidirectional and time-dependent coupling effects between river discharges and tidal forces. The other is the three-dimensional and stratified structure of dynamic processes involved. However, these two factors have rarely been investigated simultaneously, or they were often simplified in previous researches, especially for the estuary connected with an upstream river network through multiple outlets such as the Pearl River Estuary (PRE). In order to consider these two factors, a numerical modeling system, which couples a one-dimensional river network model with a three-dimensional unstructured-grid Finite-Volume Coastal Ocean Model (FVCOM), has been developed and successfully applied to the simulation of seawater intrusion into rivers emptying into the PRE. By treating the river network with a one-dimensional model, computational efficiency has been improved. With coupling 1D and 3D models, the specification of up-stream boundary conditions becomes more convenient. Simulated results are compared with field measured data. Good agreement indicates that the modeling system may correctly capture the physical processes of seawater intrusion into rivers.     

开采孤岛煤柱的冲击危险性区预测

为了确保"孤岛"煤柱资源回采过程中的安全生产,预测其冲击危险性,通过Flac3D实现对矿井4、6煤层采空区和煤柱支承应力分布与塑性变形区域分布模拟,详细分析了两煤层中的7个应力集中点在走向、倾向上的应力分布和塑性变形区域分布,并按照分析结果,在4煤层划分了5个高危冲击危险区,在6煤层划分了2个高危冲击危险区。该研究为制定防冲、防突等措施提供参数数据,对于指导现场生产具有重要的应用价值。     

湖北宜昌×××条带状磷块岩选矿试验研究

×××磷矿属海相沉积型磷块岩矿床,主要具有胶状泥晶结构和磷质砂屑结构,以条带状构造为主。采用单一反浮选选矿工艺,使用硫酸为抑制剂、中化地质矿山总局地质研究院研制的K-02为捕收剂,在常温条件下取得较好的选矿工艺指标。进行了实验室重液浮沉试验。     

坳陷湖盆古地貌对沉积体系的控制作用 ——以准噶尔盆地中部侏罗系三工河组二段一砂组为例

为了明确坳陷湖盆古地貌对沉积体系的控制作用，认识沉积体系展布规律，优选下一步勘探领域，以准噶尔盆地中部侏罗系三工河组二段为例，采用地层厚度法恢复了古地貌，细化了古地貌单元，并通过岩芯观察，识别了沉积微相，在此基础上，通过古地貌单元与沉积微相叠合分析，提出了坳陷湖盆沉积期古地貌对沉积体系、沉积微相和岩性圈闭的形成具有重要的控制作用。研究结果表明：准噶尔盆地中部三工河期为隆凹相间的古地貌格局，具有水下古低凸、水下古沟槽、古坡折和水下古平台等4类古地貌单元，发育湖泊-三角洲沉积体系，可进一步识别出水下分流河道、分流间湾、席状砂和砂质碎屑流微相。水下古沟槽充填水下分流河道微相砂体，水下古低凸主体部位发育分流间湾相泥岩，古坡折之下的水下古平台发育砂质碎屑流砂体。水下古低凸翼部发育的水下分流河道砂体向低凸方向超覆尖灭，水下古平台发育的砂质碎屑流砂体呈“泥包砂”结构，储层性质较优，岩性圈闭条件好，成藏条件优越，为下一步最有利勘探领域。     

煤层底板破坏流固耦合数值模拟

根据煤层底板含水层具有不均一性的特点,建立了底板含水层非均布水压力学模型和流固耦合模型,并根据"下三带"理论和弹塑性理论求得了底板保护带突水极限压力的弹性解和塑性解。利用FLAC3D软件对工作面采动底板进行了流固耦合数值模拟,并对煤层采动底板的应力破坏特征以及渗流特征进行了研究。综合采用理论计算和数值模拟的方法对煤层底板进行了突水预测。研究表明:非均布水压模型更符合工程实际,数值模拟方法可以快捷、准确的对煤层底板突水进行预测,对水害防治具有重要意义。