TEMPORAL AND SPATIAL DISCRETIZATION ON QUASI-3-D GROUNDWATER FINITE ELEMENT MODELLING TO AVOID SPURIOUS OSCILLATION

In this article, the finite element solution of quasi-three-dimensional (quasi-3-D) groundwater flow was mathematically analyzed. The research shows that the spurious oscillation solution to the Finite Element Model (FEM) is the results choosing the small time step ?t or the large element size L and using the non-diagonal storage matrix. The mechanism for this phenomenon is explained by the negative weighting factor of implicit part in the discretized equations. To avoid spurious oscillation solution, the criteria on the selection of ?t and L for quasi-3-D groundwater flow simulations were identified. An application example of quasi-3-D groundwater flow simulation was presented to verify the criteria. The results indicate that temporal discretization scale has significant impact on the spurious oscillations in the finite-element solutions, and the spurious oscillations can be avoided in solving practical quasi-3-D groundwater flow problems if the criteria are satisfied.     

Experimental study of CT test on the failure of acrylate spray-applied waterproof layer in the groundwater environment

In this study the computerized tomography (CT) was first used to quantitatively analyze the failure of acrylate spray-applied waterproof membrane in the groundwater environment. The results of the CT tests show that it is feasible to use the CT to quantitatively analyze the failure of the waterproof membrane and the CT method has the advantages of speediness and accuracy that can eliminate the fussy operation process in routine tests. The main conclusions summarized from the study are as follows. First, the...     

Desorption kinetics of trichloroethylene and perchloroethylene from aged dense nonaqueous phase liquid-contaminated soil

Batch experiments were conducted to investigate the desorption kinetics of a contaminated soil collected from a field site at Hill Air Force Base (AFB), Utah. The site has been contaminated with many dense nonaqueous phase liquids (DNAPLs), primarily trichloroethylene (TCE) and perchloroethylene (PCE), for more than 60 years. Similar desorptive behaviour of both TCE and PCE was observed: a stage of fast release of the contaminant at the start followed by a very slow stage. Moreover, it is suggested that not all the contaminant in the solid phase may be released to the aqueous phase, apparently due to the age factor. Local variations were observed in the effective diffusivity and other sorption-related parameters across the site due to aquifer heterogeneity. Experimental results were then simulated using a numerical code based on the intraparticle diffusion model. Good agreement was found between both results.     

蓄能型地源热泵式植物工厂供能系统

为了改善采用化石燃料为植物工厂供能所造成的排放大量温室气体和有害气体危害环境的问题,设计蓄能型地源热泵式供能植物工厂供能系统,削峰填谷,将一部分日间高峰负荷挪到晚上低谷期从而利用了晚上多余的电力,达到了节约能源的目的。通过计算确定植物工厂的冷热负荷选型制热量和制冷量分别为799 k W和613 k W的水源热泵,地下水抽水量为78.9 m3/h,并选型蓄热罐为400 m3,蓄冷罐为600 m3。经计算分析,该系统不仅有节能减排效益,而且具有一定的投资意义。     

地下水流动对地下管群换热器传热的影响分析

为确定地下水渗流对土壤蓄冷与土壤耦合热泵集成系统中竖直地下管群换热器的影响，该文基于热渗耦合作用下的数学模型，采用整体求解方法求得冬、夏季工况下管内流体、地下埋管换热器及周围土壤的温度场数值解，从而分析了地下水渗流对其传热过程的影响，结果表明地下水运动对原温度场的影响明显，而且越高的地下水流速影响越大。     

Water-table variation in a sloping aquifer due to random recharge

Variation in the level of the water table is closely linked with recharge. Therefore, any uncertainty associated with the recharge rate is bound to affect the nature of the water-table fluctuation. In this note, a ditch-drainage problem of a sloping aquifer is considered to investigate the effect of uncertainty in the recharge rate on water-table fluctuation. The rate of recharge is taken as an exponentially decaying function with its decay constant as a Gaussian random variable. Expressions for the first two moments of the water-table height, i.e. mean and standard deviation, are presented. By using these expressions, the effect of uncertainty in the recharge rate on the water-table fluctuation has been analyzed with the help of a numerical example.     

地下水溶质径向弥散问题的混合拉普拉斯变换有限单元解

本文采用混合拉普接斯变换有限单元法，求解地下水溶质径向弥散问题，通过与精确解析解、数值解及砂槽试验资料对比，表明该算法效率高、精度好、能有效地克服数值困难。     

对地下水与地表水联合调度若干问题的探讨

本文对地下水与地表水联合调度过程中, 联合调度系统类型划分、管理模型中目标函数的选择以及复杂系统的优化等问题进行了探讨。提出了新的联合调度系统分类方案,指出对于复杂的地下水－地表水联合调度系统, 其优化方案的确定, 不仅需要利用多种优化方法求解, 而且还必须对求得的优化解进行模拟验证。最后给出了宁波剡江流域地下水与地表水联合调度的实例     

粘性土层厚度的变化对地下水压力分布的影响

本文以某工程地下水压力现场监测分析和模型预测的结果为例 ,论述了粘性土层厚度的变化对地下水压力分布的影响     

RELATIONSHIP AMONG EVAPORATION FLUX OF GROUNDWATER, DEPTH OF WATER TABLE AND NEGATIVE PRESSURE HEAD IN BARE SOIL

1.　 INTRODUCTIONThe crisis of water resources is a global problem.Compared with other countries,Chi-na relatively falls shortof water resources.The amount of water resources per capita is justone fourth as the world average value. The distribution of water resources is outof balance.81 % ofthe water resources is concentrated in the reach of the Yangtse River and the south-ern areas of China,while only1 9% is in the areas of the north to the Yangtse River,inwhich the population is4 5.3%…