Fluorine distribution in aquatic environment and its health effect in the Western Region of the Songnen Plain, Northeast China

Endemic fluorosis was investigated and studied in the west region of the Songnen plain, Northeast China in 2001–2002. The results showed that the fluorine distribution in aquatic environment was that the fluorine concentrations in the lake water and unconfined ground water were higher than that in the river water and confined ground water. The lake water (Alkali lake) is connected with unconfined ground water. In unconfined ground water, from the east and southeast areas to the west and the northwest areas of the plain, fluorine concentration fluctuated with high and low alternatively. The fluorine in the water comes from the weathering of rocks and minerals in the mountains and hills around the Songnen Plain. The main influence factors of the fluorine distribution in aquatic environment are discussed. Unconfined ground water containing high fluorine is used as drinking water. In this region, the fluorine concentration in drinking water is evidently correlated to the morbidity of dental and skeletal fluorosis. High fluorine concentration in drinking water has endangered human health.     

Agricultural Chemicals in the Alluvial Aquifer of a Typical County of the Arkansas Delta

Statistical methods and a Geographic Information System (GIS) were used to investigate potential indicators of ground water vulnerability to agricultural chemical contamination in a representative area of the Mississippi River alluvial aquifer. A total of 47 wells were sampled for analysis of nitrate, phosphorus, potassium, and 13 pesticides commonly-used in the area. Ten soil and hydrogeologic variables and five ground water vulnerability indices were examined to explain the variations of chemical concentrations. The results showed that no individual soil or hydrogeologic variables or their linear combinations could explain more than 25% of the variation of the chemical concentrations. A quadratic response surface model with the values of confining unit thickness, slope, soil permeability, depth to ground water, and recharge rate accounted for 62% of the variation of nitrate, 43% of P, and 83% of K, suggesting that the interactions among soil and hydrogeologic variables were significant. Observed trends of decreasing nitrate and P concentrations with increasing well depth and/or depth to ground water seemed to correlate with carbonate equilibrium in the aquifer and more reduced environment with depth. In view of uncertainties involved, it was recognized that the limitations associated with input data resolution used in GIS and the formulation of leaching indices limited their use for predicting ground water vulnerability. Misuse of pesticides could be another factor that would complicate the relationships between pesticide concentrations and the vulnerability indices.     

Numerical Simulations of the Urban Roughness Sub-Layer : A First Attempt

Most of the mesoscale models use roughness parameters to characterise the ground and to compute the surface stress. As the experimental determinations of the urban roughness parameters are rare and not very reliable, a new methodology based on microscale numerical simulations is presented here and the first results from two-dimensional simulations with different roof shapes are analysed.Firstly, it appears that the roof shape has a large influence : large difference in the Reynolds stress profile and in the roughness sub-layer thickness, enhancement of the exchanges at the roof level by buildings with attic. It also appears that the fetch necessary to obtain a constant flux layer is unrealistic compared to the real spatial homogeneity of quarters in European cities. Consequently, a new parameterisation of the urban ground-induced friction is to be developed without reference to the constant flux layer theory.     

改造现有工艺回收地面计量天然气

为解决牙哈作业区A区块3口井在见水后含水上升较快、单井产液量增加、现有装置处理能力不足,导致A区块所有生产井不能全部进站的问题,同时为提高最终采收率,需要延长见水时间,见水后控制含水的上升趋势。这就要求掌握含水井的生产动态,而现有装置无法对单井的含水进行计量,塔里木油田公司牙哈作业区A区块建造集中试采装置,文章介绍了改造前后的工艺流程及改造效果。     

高含硫气田试气与地面工程建设交叉作业安全管理方法初探

普光气田作为高含硫气田在国内大规模开发,尚属首例,在气田开发过程中没有可借鉴的经验.高含硫气井试气作业中易发生井喷、硫化氢泄漏等事故.普光气田地面工程建设施工难度大、地形复杂,按照工程进度要求,试气作业和地面集输工程施工两项作业交叉时必须实现“安全作业、安全施工”,这是普光气田开发的基本目标.通过制订安全管理制度、明确责任主体、服从业主统一管理等有效的安全管理方法,保证了目标的实现,获得安全管理经验,对今后高含硫气田大规模开发具有指导意义.     

广州市城市热岛时间变化特征及与大气总悬浮颗粒物关系的研究(英文)

文章研究了1985-2005年期间广州市城市热岛强度时间变化及与大气总悬浮颗粒物浓度的关系.结果表明.由于经济的快速增长和城市化进程不断加快,广州市城市热岛效应十分明显,年平均热岛强度在0.20～2.10℃之间波动.受季风等大范围气候背景及降雨的影响,月平均热岛强度具有明显的季节变化特征,总体上呈"U"字形变化,其中7月份热岛强度最低,11月份最高.不同时次(02:00,08:00,14:00和20:00)的热岛强度以08:00时最高,而以14:00最低.最低温度下的热岛强度呈现出稳定增长的趋势(平均值为1.09℃),显示出广州近地面平均气温上升以最低温度最为明显.自1994年之后广州市大气总悬浮颗粒物水平呈现出明显的下降趋势,然而1982年到1998年期间仍然超过了国家大气质量二级标准所规定的浓度限值0.200 mg/m3.研究还表明,广州城市年平均热岛强度与年平均大气总悬浮颗粒物浓度之间存在显著的负相关,负相关系数为-0.676.尽管市区大气总悬浮颗粒物可以反射太阳辐射,降低日照时间,最终产生致冷效应,但是广州城市热岛效应是全球气候变暖下的大气增温和悬浮颗粒物降温之间平衡作用的结果.     

Seismic fragility analysis of a coupled tank-piping system based on artificial ground motions and surrogate modeling

The catastrophic consequences of recent NaTech events triggered by earthquakes highlighted the inadequacy of standard approaches to seismic risk assessment of chemical process plants. To date, the risk assessment of such facilities mainly relies on historical data and focuses on uncoupled process components. As a consequence, the dynamic interaction between process equipment is neglected. In response to this gap, researchers started a progressive integration of the Pacific Earthquake Engineering Research Center (PEER) Performance-Based Earthquake Engineering (PBEE) risk assessment framework. However, a few limitations still prevent a systematic implementation of this framework to chemical process plants. The most significant are: (i) the computational cost of system-level simulations accounting for coupling between process equipment; (ii) the experimental cost for component-level model validation; (iii) a reduced number of hazard-consistent site-specific ground motion records for time history analyses.In response to these challenges, this paper proposes a recently developed uncertainty quantification-based framework to perform seismic fragility assessments of chemical process plants. The framework employs three key elements: (i) a stochastic ground-motion model to supplement scarcity of real records; (ii) surrogate modeling to reduce the computational cost of system-level simulations; (iii) a component-level model validation based on cost-effective hybrid simulation tests. In order to demonstrate the potential of the framework, two fragility functions are computed for a pipe elbow of a coupled tank-piping system.     

强制电流阴极保护阳极地床杂散电流干扰特性研究*

为研究杂散电流干扰影响范围及严重程度,通过现场测试典型深井和浅埋阳极地床地表电位梯度,探讨地表电位梯度分布规律,分析阳极地床杂散电流干扰特性。结果表明:深井阳极地床地表电位梯度沿阳极井中心辐射线方向先增大后减小,浅埋阳极地床地表电位梯度沿垂直于阳极体方向呈递减趋势;浅埋阳极地床地表电位梯度峰值和衰减速率均大于深井阳极,但强干扰平均影响半径仅为深井阳极的1/2;从强干扰影响半径看,应优先选用浅埋阳极地床;可通过适当增加井深、对干扰区内金属构筑物排流等方式,缓解深井阳极地床杂散电流干扰影响。研究结果可为强制电流阴极保护阳极地床选型和选址提供理论指导。     

基于指标体系的地下水环境承载力评价

在分析可持续发展指标体系及模型研究的基础上，对地下水环境承载力问题进行了探讨，并提出了相应的指标与模型，通过实全对两个模型进行了进一步阐释。结果表明，模糊优选模型较系统学模型更能反映问题的实质，结果亦更具说服力。     

ANALYTICAL REGRESSION STAGE ANALYSIS FOR DEVILS HOLE,DEATH VALLEY NATIONAL PARK,NEVADA1

ABSTRACT: Devils Hole is a collapse depression connected to the regional carbonate aquifer of the Death Valley ground water flow system. Devils Hole pool is home to an endangered pupfish that was threatened when irrigation pumping in nearby Ash Meadows lowered the pool stage in the 1960s. Pumping at Ash Meadows ultimately ceased, and the stage recovered until 1988, when it began to decline, a trend that continued until at least 2004. Regional ground water pumping and changes in recharge are considered the principal potential stresses causing long term stage changes. A regression was found between pumpage and Devils Hole water levels. Though precipitation in distant mountain ranges is the source of recharge to the flow system, the stage of Devils Hole shows small change in stage from 1937 to 1963, a period during which ground water withdrawals were small and the major stress on stage would have been recharge. Multiple regression analyses, made by including the cumulative departure from normal precipitation with pumpage as independent variables, did not improve the regression. Drawdown at Devils Hole was calculated by the Theis Equation for nearby pumping centers to incorporate time delay and drawdown attenuation. The Theis drawdowns were used as surrogates for pumpage in multiple regression analyses. The model coefficient for the regression, R²= 0.982, indicated that changes in Devils Hole were largely due to effects of pumping at Ash Meadows, Amargosa Desert, and Army 1.