双区静电除尘器的数值模拟研究

采用数模拟的方法研究了双区静电除尘器内流场分布、颗粒荷电及颗粒运动等难以直接测量的物理过程,构建了双区静电除尘过程完整的数值模型.采用泊松方程、电流连续性方程和匀强电场方程描述电场,采用N-S方程和雷诺应力标准湍流模型描述流场,采用拉格朗日法描述颗粒运动轨迹.通过截面风速与颗粒去除率的模拟值与实验值的对比,验证了数值模型在模拟内部流场和颗粒运动时的准确性.数值模拟结果表明：双区静电除尘器内部流场分布对入口风速的变化非常敏感;颗粒荷电方式占比由颗粒粒径决定;荷电区内颗粒向极板的趋近过程由流体曳力和电场力共同完成,收尘区内的趋近过程则由电场力主导;入口流速通过改变颗粒前进速度和内部流场形态来影响颗粒运动轨迹.     

明渠潮流中垂向紊动射流流场的数值模拟

选用ｋ－ε双方程紊流模型，对自由水面做“动”刚盖假设，建立了明渠潮流中垂向射流流场的数学模型，根据潮汐流动返复回荡的特点，对离散方程组的求解采用“跟踪扫描”逐行求解法，保护和加快了解的收敛，计算了５种不同回荡周期情况下射流流场的变化过程，预报回流区高度与实测值吻合。分析了潮汐非恒定性的影响，获得了一些有益的结论。     

基于环境的交通网络流分配模型

通过对车辆尾气排放的观察 ,建立了一个基于环境的固定需求用户均衡网络流分配模型。并用EXCEL求解了一具体算例。运用模型可以在满足交通需求的情况下 ,使车辆对环境的污染减少到最低限度     

降低气流粉碎过程中噪声强度的研究

主要报导了超音速气流超细粉碎过程中噪声产生的原因、影响因素及降低噪声强度所采取的技术原理途径与措施。研究结果表明 :采用CSQ消声装置完全可以将超音速气流粉碎过程中产生的噪声 130dB(A)降低到国家规定的标准 85dB(A)之下。该装置结构简单 ,既能消除噪声 ,又便于产品卸料 ,拆卸清理方便 ,综合性能良好。     

Detection of fetal HLA-DQα sequences in maternal blood: A gender-independent technique of fetal cell identification

The objective of this study was to detect fetal HLA-DQα gene sequences in maternal blood. HLA-DQα genotypes of 70 pregnant women and their partners were determined for type A1. We specifically sought couples where the father, but not the mother, had genotype A1. In 12 women, maternal blood samples were flow-sorted. Candidate fetal cells were isolated and amplified by using PCR primers specific for a paternal HLA-DQα A1 allele. Fetal HLA-DQα A1 genotype was predicted from sorted cells; amniocytes or cheek swabs were used for confirmation. Six of twelve sorted samples had amplification products indicating the presence of the HLA-DQα A1 allele; 6/12 did not. Prediction of the fetal genotype was 100 per cent correct, as determined by subsequent amplification of amniocytes or cheek swabs. We conclude that paternally inherited uniquely fetal HLA-DQα gene sequences can be identified in maternal blood. This system permits the identification of fetal cells independent of fetal gender, and has the potential for non-invasive prenatal diagnosis of paternally inherited conditions.     

Kinetic-spectrophotometric determination of free cyanide by stopped-flow reversed flow injection analysis

A stopped-flow reversed flow injection method for the determination of free cyanide is proposed. Pyridine-barbituric acid mixture is injected in the flow system as reagent to form the colour species with cyanide. The flow is stopped when the reagent zone comes in the flow cell, where absorbance-time data are collected at 580nm wavelength. The linear range of the determination is 0.1 -10μg/ml CN-. The sampling rate is 60h-1 and the relative standard deviation is 1.6% (n=16) at 5.0 μg/ml CN-1 level. With satisfactory results, the proposed method was applied to the determination of free cyanide in wastewater without sample pretreatment.     

泥石流输沙对小江中下游河床演变的影响

对小江中下游近90km河床及两岸泥石流进行了调查研究。得到：泥石流输沙年际和季节变化大；泥石流高强度的输沙造成小江河床特殊的平面和剖面特征；泥石流堵塞小江河道，对纵比降有再造作用；泥沙使小江河床以年均20cm～50cm速度抬升。     

黄河断流成因及人文思考

日益严峻的黄河断流现象严重地影响了黄河流域经济和社会的可持续发展，也制约了西部大开发战略的实施。在分析了黄河断流的危害、成因的基础上，提出了在工程措施之外，要从人口、法律制度、产业结构等人文因素方面入手缓解黄河断流。     

IMPACT OF COAL SURFACE MINING ON THREE OHIO WATERSHEDS - SURFACE-WATER HYDROLOGY1

ABSTRACT: A study was conducted to determine the effects of mining and reclaiming originally undisturbed watersheds on surface-water hydrology in three small experimental watersheds in Ohio. Approximately six years of data were collected at each site, with differing lengths of premining (Phase 1), mining and reclamation (Phase 2), and post-reclamation (Phase 3) periods. Mining and reclamation activities showed no consistent pattern iii base-flow, and caused slightly more frequent higher daily flow volumes. Phase 2 activities can cause reductions in seasonal variation in double mass curves compared with Phase 1. Restoration of seasonal variations was noticeably apparent at one site during Phase 3. The responses of the watersheds to rainfall intensities causing larger peak flow rates generally decreased due to mining and reclamation, but tended to exceed responses observed in Phase 1 during Phase 3. Natural Resources Conservation Service (NRCS) curve numbers increased due to mining and reclamation (Phase 2), ranging from 83 to 91. During Phase 3, curve numbers remained approximately constant from Phase 2, ranging from 87 to 91.