旋转式滗水器设计的动力学计算

在对旋转式滗水器进行了水力学和运动学计算的基础上,对旋转式滗水器进行了动力学计算,给出了其动力学计算公式,与水力学和运动学计算公式一起,共同给出了旋转式滗水器完整的设计计算公式.     

旋转式滗水器的设计计算

对旋转式滗水器的工作特点和运动特性进行了研究，给出了其水力学计算公式和运动学计算公式，可供设计计算和运行管理旋转式滗水器时参考。     

旋转式滗水器的设计计算

对旋转式滗水器的工作特点和运动特性进行了研究 ,给出了其水力学计算公式和运动学计算公式 ,可供设计计算和运行管理旋转式滗水器时参考。     

SBR系统静压式滗水器的研究

对SBR系统静压式滗水器进行了研究，与传统SBR系统常用的滗水器进行比较，研究结果表明，该滗水器具有运行稳定、滗水负荷大、能耗低、自动化程度高、造价及维修费用低等特点，减少机械设备，结构简单，便于与SBR系统的控制方式相结合，具有实际应用价值。     

SBR系统静压式滗水器的研究

对SBR系统静压式滗水器进行了研究,与传统SBR系统常用的滗水器进行比较,研究结果表明,该滗水器具有运行稳定、滗水负荷大、能耗低、自动化程度高、造价及维修费用低等特点,减少机械设备,结构简单,便于与SBR系统的控制方式相结合,具有实际应用价值.     

内循环生物流化床水力学特性的研究综述

内循环生物流化床是一种高负荷、传质快的新型反应器,为了合理和准确地设计和放大该反应器,国内外众多研究对其水力学特性提出了大量模型,文中总结了其中一些重要模型,对于气含率、气泡直径、气泡上升速度和循环液速这些关键水力学参数给出计算方法,并介绍了气泡流动形态和固体流动模式及其决定因素.     

潜流人工湿地水力学特性及工程设计

以净化低污染水体的潜流人工湿地水力学特性工程设计为重点，系统开展了室内外实验研究，并利用Peelet数分析了水平潜流人工湿地碎石床渗流返混程度。结果表明，潜流人工湿地集水花管孔口出流计算、基质填料内渗流计算、碎石床平均水力停留时间计算可分别借鉴薄壁孔口恒定淹没出流、线性或非线性渗流、活塞流理论；但受工程实际条件及运行淤堵等影响，工程实测结果均小于理论计算值。基于室内外实验成果，提出一套包括集配水系统水力计算、填料内渗流计算、平均水力停留时间计算在内的潜流人工湿地水力学特性计算方法和参数选择，可为人工湿地技术的工程设计提供借鉴。     

颗粒层非稳态过滤捕集效率的研究

为计算颗粒层非稳态过滤效率，通过改进经典过滤理论模型，考虑颗粒在过滤介质中的沉积，理论推导得出非稳态过滤效率的计算公式，而经典颗粒层过滤效率计算公式仅为此计算公式的特例。因为理论计算公式是隐函数，不便于工程实际应用，所以，在常温条件下，对非稳态过滤时的过滤时间、过滤风速、过滤层厚度、粉尘浓度和颗粒层滤料均粒径等五个因素进行了正交实验研究。采用多元回归的方法得出各影响因素与过滤效率呈显性关系的效率关联计算公式，其计算结果与实验测试结果基本吻合。     

分层式潜流人工湿地水力学特性数值模拟与分析

人工湿地水力学特征对其污染物去除过程有重要影响.采用计算流体力学软件FLUENT中的多孔介质模型对分层式潜流人工湿地内部的流场进行模拟,并分析了不同进出口位置对湿地水力学行为的影响.模拟结果表明,分层式潜流人工湿地基质层内部速度分布的差异较大,水流多从进口端的左半部汇人下部砾石层以大于3.69×10-4m/s的速度出流...     

由弱碱性阴离子树脂分离β-萘磺酸的研究

考察了温度、pH、共存酸以及不同树脂对β-萘磺酸吸附的影响。平衡数据符合Langmuir等温线，获得的热力学数据表明过程是可行的。通过动力学实验，对过程的机理进行初步研究。研究表明，该法可有效地实现硫酸和β-萘磺酸的分离。     

自由旋片除雾器脱水性能实验研究

提出一种新型除雾装置——自由旋片除雾器。在实验室条件下,从除雾效率、压力损失两方面研究了自由旋片除雾器的性能。实验结果表明,风速在11 m/s左右时,自由旋片除雾器的除雾效率达到最大值。对比实验发现,自由旋片除雾器的除雾效率远高于固定叶片除雾器的除雾效率,二者的除雾效率最大值相差约10%。自由旋片除雾器的除雾效率变化曲线在6~13 m/s的流速范围内相当平滑,说明自由旋片除雾器对含雾气流流速的波动有很好的适应性。另外,增加液气比和雾滴粒径会提高自由旋片除雾器的除雾效率。自由旋片除雾器压力损失系数仅为4.3,而固定叶片除雾器压力损失系数为6.6。所以,自由旋片除雾器的阻力特性远优于固定叶片除雾器。     

Geostatistical analysis of soil hydrologic properties in a field plot

A 91-m transect was set up in an irrigated field near Las Cruces, New Mexico to obtain soil water tension and water content data to investigate their spatial variability. A total of 455 sampling points were monitored along a grid consisting of 91 stations placed 1 m apart by 5 depths per station (at 0.3, 0.6, 0.9, 1.2 and 1.5 m below the surface). Post-irrigation tension and wetness measurements were recorded over 45 days at 11 time periods. Soil water tension was measured with tensiometers using a hand-held pressure transducer. A neutron probe was used to obtain volumetric water content. Using the observed wetness and tension data, unsaturated hydraulic conductivity values were derived (using a cubic spline function to estimate the gradient), and an exponential model was used to fit the calculated conductivity-tension curves to obtain hydraulic conductivity parameter values. The spatial and temporal variability of wetness, tension, saturated hydraulic conductivity and pore-size distribution parameters, and texture at the 0.3-m depth were examined using geostatistical techniques.The exponential model was found to inadequately describe the hydraulic conductivity/tension relationship for the full range of tension, particularly in the tension range near saturation. The derived values of the saturated hydraulic conductivity parameter were much greater than expected and do not correspond to reasonable saturated hydraulic conductivity values.All of the soil parameters studied exhibited large spatial variability horizontally and vertically in the field. Ranges of dependence determined from semivariogram analysis over the 44-day drainage period are 3–32 m for wetness, 6–34 m for soil water tension, 5–35 m for natural log of saturated hydraulic conductivity parameters, 5–11 m for pore-size distribution parameter, and 8–24 m for percent sand, silt and clay at the 0.3 m depth. An alternate hole-effect model is suggested to describe the texture semivariograms.It was determined that the variance of volumetric water content generally increased at each depth over the measured time periods, which is consistent with certain past field studies and a stochastic analysis of unsaturated flow in heterogeneous soils. Future research is recommended relating soil texture to soil hydrologic parameters with the goal of predicting soil behavior with less extensive sampling schemes.     

Implication of hydraulic properties of bioremediated diesel-contaminated soil

The hydraulic properties, such as hydraulic conductivity and water retention, of aged diesel-contaminated and bioremediated soils were examined and implications of the hydraulic properties for assessing bioremediation performance of soils were proposed. Bioremediation of diesel-contaminated soil was performed over 80 d using three treatments; (I) no nutrient added, column-packed soil, (II) nutrient added, column-packed soil, and (III) nutrient added, loosen soil. Diesel reduction in treatment I soil (control soil) was negligible while treatment III showed the greatest extent of diesel biodegradation. All treatments showed greatest rates of diesel biodegradation during the first 20 d, followed by a much retarded biodegradation rate in the remaining incubation period. Reduction of the degradation rate due to entrained diesel within inaccessible soil pores was hypothesized and tested by measuring the hydraulic properties of two column-packed soils (treatments I and II). The hydraulic conductivity of treatment II soil (nutrient added) was consistently above that of treatment I soil (no nutrient added) at pressure heads between 0 and 15 cm. In addition, the water retention of treatment II soil was greater at pressure heads <100 cm (equivalent to pore size of >30 microm), suggesting that biodegradative removal of hydrocarbons results in enhanced wettability of larger soil pores. However, water retention was not significantly different for control and biodegraded soils at pressure heads >100 cm, where smaller size soil pores were responsible for the water retention, indicating that diesel remained in smaller soil pores (e.g., <30 microm). Both incubation kinetics and hydraulic measurements suggest that hydrocarbons located in small pores with limited microbe accessibility may be recalcitrant to bioremediation.     

Biodegradation of 2,4,6-trichlorophenol and associated hydraulic conductivity reduction in sand-bed columns

The aim of this research was to investigate the long-term hydraulic conductivity changes in sand-bed columns exposed to 2,4,6-trichlorophenol (TCP). Continuous flow laboratory studies were conducted using sand-bed columns (15 cm i.d.; 200 cm length) at 20+/-1 degrees C during 365 d. The influence of (i) initial loads of 2,4,6-TCP (15, 30, 45 and 60 mg kg(-1) of 2,4,6-TCP), and (ii) recirculating water velocity (0.09, 0.56 and 1.18 cm min(-1)) on the biodegradation of 2,4,6-TCP and hydraulic conductivity changes in the sand-bed columns were investigated. The experimental results indicated that biodegradation of 2,4,6-TCP followed pseudo-first-order kinetics in the range of k(1)=0.01-1.64 d(-1), and it was influenced by initial load (p<0.01) and recirculating water velocity (p<0.01). Indigenous microbial biomass growth and changes resulted in a spatial (180 cm) and temporal (365 d) reduction of hydraulic conductivity in the sand-bed columns by up to two orders of magnitude during biodegradation of 2,4,6-TCP. The fastest hydraulic conductivity reductions were observed in the sand-bed column operated at the highest recirculating water velocity and highest cumulative load of 2,4,6-TCP following 365 d of continuous treatment (p<0.05).     

水力停留时间对曝气生物滤池处理效能及运行特性的影响

通过实验室模型试验研究了曝气生物滤池处理模拟生活污水的效能,分析了水力停留时间(HRT)变化对曝气生物滤池处理效果及运行特性的影响规律。研究发现,当HRT大于0.6h时,曝气生物滤池具有良好的有机物和浊度的去除效果,而当HRT为0．4h时,处理效果则显著下降;反应器的硝化反硝化脱氮能力受HRT的影响比较明显,缩短HRT将使氨氮和总氮去除率迅速下降,当HRT为1.25h时,氨氮和总氮去除率分别达到70%和40％以上;缩短HRT会在一定程度上促进亚硝酸盐积累现象的发生。而反应器的过滤周期则与HRT呈明显的线性关系。