某电厂氯化物在地下水中迁移规律研究

为了研究污染物在地下水中的迁移规律,本文以某电厂地下水中氯化物作为预测因子进行数值模拟。对研究区含水层物质组成、边界条件、初始条件及源汇项等做简化,采用GMS软件建立水文地质模型,在简化的水文地质模型的基础上开展地下水中污染物迁移规律研究。研究结果表明：在污染物排放规律简化为连续恒定排放的点源工况下,（1）污染物平面迁移范围以泄漏点为中心呈椭圆形扩散,污染晕长轴为地下水流动方向;（2）污染物最大迁移距离及污染影响范围均随时间不断增加,但是变化速率不断降低;（3）距离污染源较近的位置,污染物浓度随时间不断增加,但是浓度变化速率逐渐降低;距离污染源较远的位置,污染物浓度随时间不断增加,初期浓度变化速率随时间不断增加,后期浓度变化速率随时间逐渐降低。     

岩石锚杆基础抗拔承载力计算方法探究

岩石锚杆基础作为架空输电线路塔基中的一种特殊基础型式,可以充分发挥原状岩体的力学性能,具有良好的抗拔性能。根据目前岩石锚杆基础原型试验的结果,《架空送电线路基础设计技术规定》中所推荐的单锚基础抗拔承载力计算模型中,理想45?破坏模式与实际不符,按其设计计算值偏差较大,可能导致设计成果不安全。为此,依据极限平衡原理基于围岩强度建立了较为合理的抗拔承载力计算模型,力学推导得出了相关公式,并进行了简化。通过推导公式计算值与实测值、设计值对比验证可知,抗拔承载力极限值位于 ～ 区间内,与推荐公式 的计算值一致性较好,能满足工程应用精度,具有可行性。     

http://www.sciencedirect.com/science/article/pii/S1674987111000788

This paper presents numerical investigation on the ore-forming fluid migration driven by tectonic deformation and thermally-induced buoyancy force in the Chanziping ore district in South China. A series of numerical scenarios are considered to examine the effect of meteoric water precipitation, the dip angle of the faults, unconformity surface, and thermal input on the ore genesis. Our computations reveal that the downward basinal fluid flow driven by extensional stress mixes with the upward basal fluid driven by the thermal input from depth at the junction of two faults at a temperature of about 200 C, triggering the precipitation of the Chanziping uranium deposit.     

一种从经纬度网格资料获得正方形网格资料的插值方案

本文提出了一种把经纬度网格点上的气象要素值转化到正方形网格点上的多项式插值方案。对插值方案作了稳定性讨论和定量及定性分析。结果表明,这种插值方案方便可行,而且有广泛适用性。     

Prediction of Water Temperature as Affected by a Pre‐Constructed Reservoir Project Based on MIKE11

Reservoir construction can lead to much more water stored in front of the dam and significantly increase heat storage capacity of the reservoir waters, thus resulting in different distribution pattern of water temperature in reservoir area compared to river. Especially for large reservoir, the obvious stratification of water temperature will appear in the reservoir with deeper water levels. Meanwhile, the low water temperature will be observed in the downstream river due to the operation of the reservoir. The vertical numerical simulation model for reservoir from MIKE 11 was used to predict the changes of water temperature of Wuxikou Reservoir to check the effects of the reservoir construction on water temperature. The water temperature prediction model was developed to simulate the water temperature of the reservoir and the discharged outflow water. The predicted results can contribute to assessing the feasibility of the pre‐constructed project based on the environmental influence of water temperature.     

潜艇指挥台围壳对阻力和伴流场影响数值研究

采用Reynolds平均Navier-Stokes(RANS)方法计算潜艇三维粘性流场,分析潜艇指挥台围壳对潜艇水动力性能的影响.采用全附体SUBOFF模型验证了CFD方法,通过将螺旋桨盘面处的实效伴流场、艇体表面压力分布以及模型总阻力的模拟结果与Taylor船池的实验结果进行对比.比较结果显示CFD计算结果与实验数据具有很好的一致性,表明CFD方法可以用于潜艇指挥台围壳设计的水动力计算.通过数值计算研究指挥台围壳的高度和在艇上的分布位置对其后方的流场、螺旋桨盘面处的伴流场和阻力的影响.     

Numerical modelling of deep sea air-lift

Deep sea air-lifting of solid particles from depth of 1600 m is simulated with a mathematical model of the three-phase flow in an upward pipe. The computations are carried out for an axisymmetric domain in a transient way. Phase distributions, pressure and velocity profiles together with flow rates for all phases are presented and analysed. The influence of the pipe diameter on the air-lift efficiency was studied for air-lift pipes of different lengths and found to be significant. The lifting efficiency increases with the increase of the pipe diameter due to the reduction of the wall friction influence on the flow. In addition, the efficiency also increases with the increase of the solid particles volume fraction at the inlet. The presented numerical model can be utilized during various stages of the design of the air-lift pumps to help answer fundamental questions on the process, and during their operation to select optimal process parameters and to address possible problems.     

淤泥质地基海塘与水闸不均匀沉降控制措施优化研究

多年的调查与研究表明,建于淤泥质地基上的水闸与海塘等水工建筑物常常因海塘与水闸连接部位产生过大的差异沉降,影响水闸的正常使用,甚至造成连接部位完全破环。在海塘与水闸之间构建连接段则可以有效减小两者过大的差异沉降,进而减小差异沉降对建筑物的不利影响,但单纯设置连接段对于控制过大差异沉降效果极其有限。论文以浙东沿海某海堤围垦工程为背景,基于有限差分数值模拟软件（FLAC3D）,模拟了海塘堆载及流固耦合过程,并考虑通过调节连接段水泥搅拌桩的桩径、桩长及桩间距的连续变化对地基处理措施进行优化,计算出了不同优化措施下水闸与海塘的差异沉降。计算结果表明：基于连接段地基桩桩长的连续变化,再通过调节桩间距的大小可以很大程度控制海塘与水闸之间的差异沉降。     

Numerical calculations in the orbital determination of an artificial satellite for a long arc

Numerical methods are usually used for the computation of ephemerides with perturbations for the precise orbital determination of an artificial satellite. But their numerical stability will be encountered in a long arc. In this case the use the improved Encke special perturbation methods has been suggested. The results of this paper show that Encke's method does indeed have a certain effectiveness, but cannot yet completely resolve the numerical stability, and the more efficient method is to use the energy integral or its variational relation to control the growth of the along-track error in general numerical calculations so that the aim of stabilization can be achieved.