固定污染源烟气在烟道中流速分布的研究

针对固定污染源烟气在烟道中流速分布对净化方法的效率和排放总量计算的影响,采用自主研制的组合式流场的流速采样枪和国标方法对某电厂矩形烟道进行了烟气在烟道中流速分布的研究。实验结果表明,组合式流场的流速采样枪在烟道同一断面上各测点进行同时、同步、多点测量,其测量数据既能反映同一断面各测点上的流速特征,又能反映断面上各点的均值。组合采样枪各测点的伸入深度与流速之间呈对数关系,相关系数为0.960 6,数据具有真实性和准确性。烟气流速在烟道分布相当不均匀,呈现高流速、中流速、低流速3个区域。烟气流速由烟道内侧向外侧逐步增大,由内侧3 m/s,增加到外侧16 m/s。烟道顶部流速要高于烟道底部流速。     

超声波流速仪在烟气流速测量中的应用

在国内一个电厂的烟道上安装了超声波流速仪,进行了参比测试实验、在线校准实验、半年连续运行实验。参比测试结果显示,超声波流速仪对烟道截面流速的代表性好,在烟道直管段长度不够的情况下速度场系数精密度为1.88%,修正后与参比方法的相对误差为0.57%;在线校准实验显示,超声波流速仪零点和量程稳定性好,6个月没有明显漂移;连续运行实验期内有效数据采集率为99.9%,且与锅炉负荷相关性高。实验表明,采用超声波流速仪可以提高烟气流速测量的技术水平和可靠性,降低质量控制的难度和费用。     

Temporal moments analysis of preferential solute transport in soils

Temporal moments analysis of solute breakthrough curves is used to investigate the preferential leaching of chloride, nitrate and phosphate through an Australian soil. Recent studies have shown that current models and methods do not adequately describe the leaching of nutrients through soil, often underestimating the risk of groundwater contamination by surface-applied chemicals, and overestimating the concentration of resident solutes. This inaccuracy results primarily from ignoring soil structure and non-equilibrium between soil constituents, water and solutes. Therefore simple models are required to accurately characterise solute transport in natural and agricultural soils under non-equilibrium conditions. A multiple sample percolation system, consisting of 25 individual collection wells was constructed to study the effects of localised soil heterogeneities on the transport of nutrients (NO₃ ^–, Cl^–, PO₄ ^{3 –}) in the vadose zone of an agricultural soil predominantly dominated by clay. Using data collected from the multiple sample percolation experiments, this paper compares and contrasts the performance of temporal moments analysis with two mathematical models for predicting solute transport, the advective-dispersion model with a reaction term (ADR) and a two-region preferential flow model (TRM) suitable for modelling preferential transport. The values for solute transport parameters predicted by temporal moments analysis were in excellent agreement with experimental data and results from ADR and TRM. It is concluded that temporal moments analysis when applied with other physical models such as the ADR and TRM, provide an excellent means of obtaining values for important solute transport parameters and gaining insight of preferential flow. These results have significant ramifications for modelling solute transport and predicting nutrient loadings.     

Simulating Nitrate Leaching Profiles in a Highly Permeable Vadose Zone

An approach is developed to simulate leaching of a dissolved chemical constituent in the vadose zone of an aquifer. Specifically, nitrate loading at the water table for different water table depths, for a range of aquifer permeability values, and for different cases of heterogeneity of the aquifer, are considered. Models from the literature are first used to derive soil–water characteristic curves (water retention and hydraulic conductivity) from a grain size distribution curve for unsaturated conditions. Given infiltration from the surface, the initial conditions for the chemical concentration, and the water content profile, leaching of the chemical in the vadose zone is simulated as a function of both time and depth. The methodology is illustrated for a permeable aquifer. Simulations are undertaken using a finite element code for saturated and unsaturated flow. Different scenarios are simulated depending on the heterogeneity of the aquifer and the depth of the water table. Modeling results show that in the example case studied, nitrate concentration loading at the water table does not depend strongly on the position of the water table, but rather on the material properties of the aquifer. The contribution of this endeavor resides in the methodology which allows a prediction of nitrate leaching using only the grain size property of the aquifer. It allows practitioners to obtain a first assessment of leaching with limited data.     

CFA1000连续流动分析系统测定水中总氮

通过绘制总氮的校准曲线,测定仪器的空白值、检出限和测定下限,并对仪器的A类不确定度进行评价,对比CFA1000连续流动分析系统与SKALAR SAN++型流动分析仪测定方法、国标法测定方法的分析结果。结果表明,在保证测定结果准确度和精密度的前提下,CFA1000连续流动分析系统具有较好的测试灵敏度。     

旋风分离器内高速旋转流场的数值计算方法选择

数值计算方法已成为研究旋风分离器内部流场的重要途径。利用计算流体力学方法对旋风分离器内部气相流场进行了数值模拟研究。分析了不同湍流模型、离散化方式和压力插值方式对旋风分离器内部计算流场的影响,并将所得数值结果与已知的实验数据进行了对比,以期得到最适合的数值模型。结果表明:对于旋风分离器内部复杂流场的流动,运用雷诺应力模型(Low-Re Stress-Omega)能够较好地预测出强制涡中心涡流的运动情况,同时采用SIMPLEC算法、二阶迎风离散化方式和PRESTO压力梯度插补格式能够获得最好的预报结果。     

冻融条件下冰碛补给型泥石流物源汇集过程与灾变初探

冻融作用在高寒山区以冰碛作为物源补给的泥石流形成及演化过程中起着重要的作用。针对冻融条件下冰碛补给型泥石流物源的汇集特征,结合泥石流物源区沟道岸坡的微地貌特征,通过分析冻融条件下松散物源汇集的影响因素、汇集阶段及汇集过程与暴发频率的关系,认为冻融条件下冰碛补给型泥石流的物源汇集过程可分为三种汇集方式(循环式冻融汇集、季节性冻融汇集及坡向式冻融汇集)和三个连续阶段(物源空旷阶段、物源丰富阶段及物源充足阶段)。在冰碛补给型泥石流物源汇集阶段划分的基础上,对在不同阶段泥石流发生灾变的可能性进行了分析和预测,并根据不同灾变阶段提出了相应的防灾减灾对策。     

泥石流V型排导槽防淤设计方法及其应用研究

排导槽是泥石流治理常用的工程措施,泥石流若在槽内淤积,将极大影响排导槽防治效果。目前国内现行规范中没有关于排导槽淤积情况计算的相关条款,导致排导槽被泥石流淤埋的工程事故时有发生。鉴于此,分析了排导槽淤堵的常见原因,对现有的一些排导槽淤积验算公式进行了分析和整理,提出了一套基于槽宽验算、槽内泥深及流速验算等公式的排导槽防淤设计验算方法。该方法在雅(安)泸(沽)高速公路沿线某泥石流沟V型排导槽淤埋事故的处理中进行了应用,重建的排导槽经受了2011年6月17日特大暴雨形成的泥石流的考验,说明该方法实施效果良好,可供相关研究与设计参考。     

侧开缝对竖通道内旋转热流场影响的实验研究

为了掌握竖通道两侧开缝对于通道内热流场的影响,在一32cm(长)×32cm(宽)×200cm(高)的竖通道内进行了旋转热流场实验研究,对比了在不同热源条件下,竖通道侧开缝宽度为3.0cm和3.5cm时,侧开缝底部5cm高区域被遮挡前后通道内热流场的变化。实验结果表明,与遮挡前相比,遮挡通道侧开缝底部对火焰燃烧和热流场的运动状态都会产生影响。遮挡通道侧开缝底部区域,会在一定程度上限制外界冷空气进入通道内,从而减弱通道内的火焰旋转程度,致使燃料燃尽的耗时更长,平均火焰高度降低,其影响程度随着燃料池增大而减弱;遮挡侧开缝底部区域后,造成通道内下部区域中心轴线处的温度降低,最大影响区域在50cm高度附近,而在150cm高度以上基本没有影响;平均火焰高度与燃料池直径之比的无量纲量H/Φ与Peclet数之间的比例系数近似为1.732,并且是否遮挡侧开缝底部区域对于两者之间比例关系的影响不大。     

SUFR系统活性污泥特性及稳定性研究

通过实验考察了SUFR系统中活性污泥的特性及进水COD浓度、SRT和停运对稳定性的影响。结果表明：SUFR系统的污泥颗粒直径多在0.7～0.9 mm之间,属于小颗粒污泥,污泥沉降性能良好;对氮、磷有较好的去除效果。SUFR系统氮的去除对SRT有一定的耐冲击负荷,但受进水COD的影响较大;磷的去除对进水COD和SRT有较好的冲击能力;系统在经过72 h停运后污泥沉降性、脱氮与除磷效果都有较大降低,但基本在1周内就可恢复。