太湖底泥垂向构成类型及底泥-水界面组成物质

针对太湖中底泥-水界面上物质的状态、性质及其对水质的影响问题,本文通过对太湖8个湖区39个采样点的现场调查取样和实验室检测,分析太湖底泥状态和垂向上的构成、不同区域底泥-水界面物质的差异及底泥与磷释放和湖泛之间的关系.结果表明:太湖底泥-水界面上存在3种物质:粉质硬黏土、淤泥质粉土和悬浊水层.粉质硬黏土(硬底板)是太湖...     

The Major Mode of the Shaanxi Thunderstorm and Possible Influence Mechanism

Based on observational data of thunderstorm and lightening of 76 stations in Shaanxi, the National Centers for Environmental Prediction / National Centers for Atmospheric Research (NCEP/NCAR) reanalysis dataset from 1960 to 2010, the major modes of thunderstorm in warm seasons (May to September) of Shaanxi province and mechanism of its possible influence are studied .The results show that:①the thunderstorms show an obvious decreasing trend in the past 51 years, the average thunderstorm days reaching the peak in July, of which 70% occurred in warm season.②There are two dominant modes: EOF1 mode depicting a thunderstorm phase oscillation between the East and the West of Shaanxi province and EOF2 mode describing negative anomaly oscillation between the North and the middle of Shaanxi province and positive anomaly oscillation between Yan’an area and some areas of Southern Shaanxi province. These two modes account for 53.1% and 13.6% of total variance respectively. ③Analysis with Morlet wavelet method indicates that EOF1 mode has an inter annual changing cycle of 3 to 6 years and EOF2 has an interdecadal change cycle of about 15 years.④The meteorological field regression of EOF1 time coefficient shows the West Pacific subtropical high 584 line is located near 30°N ,the flowing of the southwest warm wet airflow to the north increases and the thunderstorms increase in the west of Shaanxi province; the time coefficient regression of EOF2 shows that the Northern Hemisphere polar vortex is weaker and the pressure over Mongolia area is stronger than usual result in the north wind component’s increasing ,which contributes to the formation EOF2. ⑤The important factors influencing Shaanxi thunderstorm spatial mode EOF1 include the location and the strength of Northwest Pacific subtropical high. In the same way, the Northern Hemisphere polar vortex possibly has a close connection with Shaanxi thunderstorm.     

21181综放工作面突水分析与治理

通过对21181综放工作面的突水特征与突水水质检测资料的分析,以及开采导水裂隙带高度的计算,得出了工作面突水原因——采煤后形成的导水裂隙带已波及到了上覆侏罗系上统巨厚砾岩含水层,通过运用合理的防治方案．为今后综放工作面预防水害打下了基础。     

2008年7月13-14日郑州市强对流天气成因分析

利用高空、地面观测资料及多普勒天气雷达产品,对2008年7月13-14日郑州地区的一次强对流暴雨天气过程,从影响系统、物理量场及雷达回波等方面进行了分析,结果表明:高空东移的西风槽和副热带高压边缘的暖湿气流为此次强降水提供了有利的大尺度环流背景;地面偏东气流为降水输送了充足的水汽;低层辐合、高层辐散的强烈上升运动为降水的发生提供了动力条件.     

3-D Simulation Study on Seismic Response of Bridge Piles in Landslide

The anti-slide support structure is widely used in the anti-seismic reinforcement of bridge foundations, but related experimental research was processing slowly. Based on the prototype of the Jiuzhaigou bridge at the Chengdu-Lanzhou Railway, a 3-D simulation model was established on the basis of the shaking table model test, and the rationality of the dynamic analysis model was verified by indicators such as the bending moment of the bridge piles, peak soil pressure, and PGA amplification factors. The results show that the inertia force of the bridge pier has an important influence on the deformation of the pile foundation. The bending moment and shearing force are larger in lateral bridge piles, and the maximum value is near the pile top. The PGA amplification factor is stronger in the back of the rear anti-slide piles and so is it in front of the bridge pier, and the soil is prone to slip and damage. The bedrock is rigid and the dynamic response is maintained at a low level. The anti-slide piles in the rear row play a major role in the anti-seismic reinforcement design, and the anti-slide piles in the front row can be used as an auxiliary support structure.     

东营市7月份暴雨集成预报系统

利用1989－1998年08时高空和地面实时资料，用指标法对样本进行消空，再用差别法制作东营市的暴雨预报，预报的准确率明显高于单个预报。     

DYNAMICS OF REGIONAL URBANIZATION IN FUJIAN COASTAL AREA

I.DynamicStI.uctureofRegioIlalUl.baIlizati0llRegionalurbanizationa11dregionaleconol11icdevelopl1lel1tarecloselyrelated.Tl1eprocessofregionaleconol11icdevelopmentisactuallytheprocessofurbangroWthandurbansystel11developn1ent.Regiol1alurbal1izatiol1isl1otonlythespatiall11anifestati0nofregionaleconolllicdeveloplllent,butalsothespatialmeanstofosterregiol1aleconon1icdevelopment.Tl1el11ajortheoriesofdeveloplnentec0nomicsanddeveloplllel1ttheoriesofregiollaleconon1icsaftertl1eSec0l1dWorldWarareall…     

Research on Failure Process and Precursor Information of Surrounding Rock of Deep Layered Roadway Based on Digital Image Correlation Method

Geotechnical and Geological Engineering - In order to reveal the deformation and failure mechanism of surrounding rock of deep layered roadway, the deformation field of physical model experiment of...     

盐渍土地区岩土工程勘察中水土腐蚀性评价探讨——以渭北东部卤阳湖(卤泊滩)地区为例

卤阳湖(俗称卤泊滩)地处关中平原东部,东西长约30 km,南北宽1.5～7 km,总面积124 km2。卤阳湖土壤盐碱化严重,不宜农作物生长,对其开发中遇到的主要问题是盐渍土勘察、腐蚀性评价和地基处理。卤泊滩地基土属于硫酸盐渍土。