旋转电极式电除尘器技术研究

简要阐述了旋转电极式电除尘器的原理、结构、应用及特点,并总结出其除尘效率计算公式。研究结果表明：该技术能最大限度的减少二次扬尘,显著降低电除尘器出口排放浓度,对高比电阻粉尘有很好的收尘效果。与其他除尘器比较,旋转电极式电除尘器节省场地、空间和能源,性价比高,具有较广阔的应用前景。     

Auto-adaptive Air Distribution and Structure Optimization of Ejector Burner for Biomass Alcohol Fuels

A plenty of studies on the utilization of biomass alcohol fuels have been conducted, but combustion efficiency and stability of this fuels still need to be improved. Based on biomass alcohol fuels (bio-methanol and bio-ethanol), this paper studied auto-adaptive air distribution characteristics and optimum structure parameters of an ejector burner by numerical simulation method. Also, an experiment was conducted to verify the numerical results. The results show that the mole air entrainment ratio (MAER) keeps almost constant when the ejector fuel nozzle exit locates at the segment between the ejector throat and the suction chamber entrance, but a bigger ratio α would lead to a higher MAER till the α is bigger than 8.5 for bio-methanol and 11.5 for bio-ethanol. The bio-ethanol fuel is more beneficial for air carrying role because of its big molecular weight. Operation pressure (P_w) has a little impact on MAER of the two fuels, but the rise of back pressure (P_b) would lead to rapid decrease of MAER for the two fuels. For the optimum structure burners, the MAER can be maintained at the value of theoretical complete combustion. Its changing rate is less than 2.3% for bio-methanol and 2.5% for bio-ethanol when the burner load changes from 30% to 120%, which is highly consistent with the experimental results. The optimum burner can distribute air supply automatically with the changing of burner load.     

两种掺气水流的计算模型比较

在污水压力输送管道中，污水中气体的存在会影响液体的流动，以污水管中的气、液相流为研究对象，运用集中空穴模型（气泡离散分布模型）和均匀分布模型两种计算方法，来研究停泵水锤过程的压力和流速的变化趋势，实例计算结果表，在设有止回阀的水锤现象中，利用离散分布模型所得的最高水位要比利用均匀分布模型的计算值高，在不设止回阀的水锤现象中，两者的结构基本保持一致。均匀分布模型假定气体在水中呈均匀分布，因此在计算断面上的气体量变化不如离散分布模型来得剧烈，其水位正峰值比离散分布模型低，负峰值比离散分布模型高。     

Experimental investigation on the effect of liquid phase and vapor phase separation over performance of falling film evaporator

Energy, cost, and environmental concerns play a vital role in understanding governing parameters of distributor design in falling film evaporators. Distributor design is a hidden parameter in many experimental papers. The uniform distribution of liquid refrigerant over the tube bundle mostly depends on two-phase liquid refrigerant and vapor refrigerant. This work conducted experiments with two distribution systems with and without separation of liquid-vapor refrigerant after expansion valve for the same evaporator capacity with R134a as a refrigerant. Results reveal that; separating vapor refrigerant has a positive impact on the approach of the evaporator with an open system distributor arrangement. The highest delta T and lowest practice are found at a heat flux of 13.97 kW/m² with an available system distributor compared to a closed system with a heat flux of 14.25 kW/m². The open system arrangement in the distributor is the novel parameter for distributor design, ensuring uniform distribution with minimum pressure drop and dry suction. An open system distributor has an average 16.1% capacity increase over a closed system. The experimental analysis helps to understand different parameters for the design of distributors in falling film evaporators for uniform distribution.     

平煤股份六矿“U+L”通风综采面最佳横川间距确定

随着煤层开采深度的增加,煤层瓦斯含量不断增加,采空区瓦斯涌出量也随之上升,"U"型通风方式容易出现上隅角瓦斯超限等问题,影响煤矿安全生产,而"U+L"型通风方式中滞后横川和瓦斯抽放的运用对消除上隅角瓦斯超限和工作面瓦斯防治具有明显的作用。根据尾巷、横川及上隅角处瓦斯浓度符合规程且工作面横川间距最远时最经济合理的原则,针对平煤六矿戊8-22310工作面实际情况,利用Fluent软件模拟了尾巷有、无抽放时采空区瓦斯分布规律,得出了尾巷有抽放时和无抽放时最远横川间距。研究成果对"U+L"型工作面横川间距确定及工作面瓦斯防治提供了理论指导。     

AFTER THE 1993 FLOOD: A WATER AND SURFICIAL BED SEDIMENT QUALITY SCENARIO ON THE ILLINOIS AND UPPER MISSISSIPPI RWERS1

ABSTRACT: Effects of the 1993 flood on river water and sediment quality were investigated using historical data and data collected from the Illinois River and Upper Mississippi River in a post‐flood period. Overall the post‐flood results showed systematic reductions and individual changes in the water and sediment constituents. The reductions in sediment metals and nutrients were most obvious at the Keokuk and Lock and Dam 26 stations. By analyzing and comparing the physical changes to the changes in water and sediment constituents at each station, it was found that physical processes such as sediment entrainment and, more importantly, the removal of fine sediment to be the main causes for the reduced concentrations in sediment constituents. On the other hand, sediment redistribution and associated secondary contamination could have caused the emergence of several water and sediment constituents that were undetected before the flood.     

MIXING INDUCED BY AN INTERNAL HYDRAULIC JUMP1

ABSTRACT The efficiency of an inverted internal hydraulic jump as a mixing and dispersion mechanism in an aquatic environment was examined. The flow considered was a two-dimensional buoyant flow from a shallow channel over a sloping bottom into a deep reservoir. It could be seen that a rapidly varied flow associated with violent turbulent mixing occurred near the point of discharge if specific discharge conditions and downstream controls were met. Downstream from the mixing zone the flow was stably stratified. The main object of the study was to find the conditions under which a turbulent mixing zone occurred and the rate of turbulent entrainment. Energy loss and length of the mixing zone were also investigated. The independent variables were the outlet densimetric Froude number, the density differential between outfall water and receiving water, the relative depths of the upper and lower layers in the stratified flow portion, the total depth, and the slope of the transition. Theoretical calculations had to be confined to a step increase in depth, but experiments in a laboratory flume showed that results obtained with slopes of 23° and 90° were quite similar. Both theory and experiments showed, for example, that dilution (entrainment rates) up to 2:1 (2 parts heated water to one part cold water) can be achieved at very little energy expense and with downstream depths approximately 8 times the outlet depth. Theoretically, any amount of dilution can be obtained, but large depths may be required. Experimental results also indicate that the length of the mixing zone was frequently ten times the value of the outlet densimetric Froude number.     

ALTERED STREAMFLOW AND SEDIMENT ENTRAINMENT IN THE GUNNISON GORGE1

ABSTRACT: The Gunnison River in the Gunnison Gorge is a canyon river where upstream dams regulate mainstem discharge but do not affect debris-flow sediment supply from tributaries entering below the reservoirs. Regulation since 1966 has altered flood frequency, streambed mobility, and fluvial geomorphology creating potential resource-management issues. The duration of moderate streamflows between 32.3 and 85.0 m³/s has increased threefold since 1966. This, along with flood-peak attenuation, has facilitated fine-sediment deposition and vegetation encroachment on stream banks. The Shields equation and on-site channel geometry and bed-material measurements were used to assess changes in sediment entrainment in four alluvial reaches. Sand and fine gravel are transported through riffle/pool reaches at most discharges, but the cobbles and boulders composing the streambed in many reaches now are infrequently entrained. Periodic debris flows add coarse sediment to rapids and can increase pool elevation and the streambed area affected by backwater and fine-sediment accumulation. Debris-flow supplied boulders accumulate on fans and in rapids and constrict the channel until reworked by larger floods. The response to streamflow-régime changes in the Gunnison Gorge could serve as an analog for alluvial reaches in other regulated canyon rivers.     

泥石流的运动机理和减阻

野外调查研究发现,存在着两种具有不同动力学特征和机理的泥石流,粘滞性泥石流和两相泥石流,粘滞性泥石流由卵石、沙和粘土构成,难以区分固相和液相,为典型的非牛顿体,具有间歇性流动,“铺床现象”,高达60％的减阻和显著超高等流动特点,粘滞性泥石流的阻力远小于流变参数所代表的阻力,传统的利用本构方程研究阻力的方法不能解决问题,研究表明,其30％的减阻是由于铺床作用,另外20％－30％,是由于流动混合物充气所致,两相泥石流主要由粗颗粒物质构成,两相之间有明显的相对流动,显示较大的阻力和发生“石街”现象。粘滞性泥石流沟谷的中值坡度为0．16,两相泥石流阻力大,因而河谷的平均坡度较大（0．19－0．27）。     

长江水系武汉段沉积物再悬浮过程中PAHs的释放动力学

采用沉积物再悬浮模拟装置进行了再悬浮过程中多环芳烃（PAHs）的释放动力学实验,研究了长江水系武汉段7种沉积物中PAHs的释放动力学特征,并考察了沉积物组成对PAHs释放动力学的影响.结果表明,不同剪应力作用下的沉积物再悬浮过程中,不同性质沉积物中PAHs向上覆水体的释放均符合一级动力学方程,且释放过程分为两个阶段,第...