Experimental investigation on effect of an absorber plate covered by a layer of sand on the efficiency of passive solar air collector

A passive flat-plate solar air collector was constructed in the laboratory of New and Renewable Energy in Arid Zones, Ouargla University, South East Algeria. The absorber of the passive flat-plate solar air collector was laminated with a thin layer of local sand. This acted as a thermal packed bed with a collecting area of 0.5 m² (1 m × 0.5 m). Three series of experiments were performed. The first consisted of choosing the best sand brought from three different places of the Algerian desert. The second consisted of studying the effect of the thickness of the sand layer on the daily efficacy of the collector. The influence of the sand diameter was investigated in the third series. The experimental results showed that: All collectors covered with sand had higher efficiency than those without. It was noticed that, for a fixed mass of sand (given thickness of the sand layer), the improvement of the collector was inversely proportional to the sand particle diameters. The maximum efficiency approximates 62.1% for a particle diameter 0.063 mm, compared to 41.71% for a diameter 0.250 mm.The efficiency of the collector for a fixed particle diameter increases with the increase in the thickness of the sand layer. The collector with thickness sand layer 0.84 mm gave the best efficiency of 46.14% compared to 27.8% for 0.28 mm of thickness sand layer.     

套管损伤磁记忆检测信号定量研究

在油气生产过程中,井下套管损伤会造成井况恶化,致使正常井转变为套损井。为了防止套损井的出现和安全事故的发生,有必要对套管进行早期损伤检测。采用金属磁记忆检测技术,开展了实验研究。实验中,通过对套管内壁环切,将套管壁厚设计为等值递增和不等值递增两种形式;根据实验数据,对磁记忆检测信号梯度值、信号梯度波峰值及信号梯度峰宽值等特征参量与壁厚、壁厚变化量的定量关系进行拟合。结果表明:磁记忆检测信号梯度值、信号梯度波峰值及信号梯度峰宽值等特征参量,可以很好的表征套管壁厚的变化情况;信号梯度值与套管壁厚呈线性递增关系;信号梯度波峰值和信号梯度峰宽值均与套管壁厚变化量呈线性递增关系。该试验结果有助于完善磁记忆检测技术的定量化研究和利用磁记忆原理检测套管损伤的评价体系。     

分层水环境曝气诱导形成内波的过程与特性

采用分层水库模型,在平均温度梯度为0.37℃/cm条件下,开展了系统的曝气诱导内波的中试研究.分析了曝气诱导形成内波的过程,探究了曝气诱导形成内波的类型,重点揭示了曝气扰动源形式和跃温层厚度对内波形成过程和特性的影响.实验结果表明：扬水曝气产生的气水两相流是一种非定常的周期性扰动源,气水两相流的尾迹带动整个模型水体上下振动,这种振动在分层水体跃温层处诱导形成内波.从激发源角度上说,它是一种尾迹效应波.气弹释放周期在44.06～58.69s之间时,内波波高达到最大,当气弹释放周期达到180s时不能形成连续的内波;曝气器出流口增大,内波波高、周期呈增大趋势.分层水体的跃温层厚度也影响内波的形成,相同温度梯度条件下,随着跃温层厚度的增加,内波的波高、周期随之增大.     

近3年西双版纳州勐腊县大气污染基本特征及污染原因分析

对西双版纳州生态环境局勐腊分局2017年8月-2020年8月逐日空气质量数据的分析表明,2-4月是勐腊县空气质量指数（Air Quality Index,AQI）频繁达到二级及以上的时段,空气质量分指数（Individual Air Quality Index,IAQI）能够达到二级及以上标准的污染物为PM_2.5、PM₁₀、O₃、SO₂中的一种或几种,PM_2.5、PM₁₀污染较为严重,PM_2.5对空气质量的影响最大,可使空气质量达到重度污染,混合污染出现比例远大于单一污染.2019、2020年3-4月勐腊县轻度及以上连续污染日数超过5 d的5次过程中,4次污染过程的主要潜在源区在勐腊上风方向老挝西北部及泰国与其相邻的区域,权重潜在源贡献因子（Weight Potential Source Contribution Function,WPSCF）大于0.6的区域与同年3、4月泰国西北部、老挝西北部的火点密集区有较好的对应关系,4次污染过程与老挝西北部及泰国与其相邻区域的生物质燃烧关系密切;1次污染过程的主要潜在源区主要在当地,当地建筑施工、交通运输、生物质燃烧和餐饮行业细颗粒物的排放会导致勐腊县空气质量出现明显下降.为验证勐腊县连续污染过程受到了周边国家烧荒的影响,利用逐日气溶胶光学厚度（Aerosol Optical Thickness,AOT）对2020年3月23-4月9日的污染过程进行了个例分析,发现AOT大值区位于勐腊上风方向,高浓度污染物持续稳定地向勐腊传输导致勐腊出现持续重污染.     

基于Phase2的不同配比充填体厚度的数值模拟研究

在充填体作用机理,稳定性分析与监测,爆破地震效应,静动态特性及损伤理论等方面的研究基础上,依托安庆铜矿高阶段大直径深孔采矿法第一步骤采场的充填现状,采用Phase2软件建立了多种数值分析模型对不同灰砂比充填体厚度的充填效果进行数值模拟研究,并进行了多方案技术经济对比分析。研究结果表明:灰砂比为1∶4,1∶8,1∶10对应充填体厚度分别为10,24,22 m时,为最优方案。该充填体厚度可为矿山采场充填配比设计、充填管理及充填质量提供技术参考。     

综合防尘技术在开元公司的应用

主要介绍了采煤机高压引射降尘系统、液压支架自动喷雾、粉尘浓度在线检测超限自动喷雾等综合防尘技术在开元公司矿井中的应用。通过对降尘系统效果监测和分析,降尘效率达到84．1％,降尘效果明显,改善了作业场所的劳动卫生条件。     

Integrating soil carbon cycling with that of nitrogen and phosphorus in the watershed model SWAT: Theory and model testing

In this paper we describe and test a sub-model that integrates the cycling of carbon (C), nitrogen (N) and phosphorus (P) in the Soil Water Assessment Tool (SWAT) watershed model. The core of the sub-model is a multi-layer, one-pool soil organic carbon (S_C) algorithm, in which the decomposition rate of S_C and input rate to S_C (through decomposition and humification of residues) depend on the current size of S_C. The organic N and P fluxes are coupled to that of C and depend on the available mineral N and P, and the C:N and N:P ratios of the decomposing pools. Tillage explicitly affects the soil organic matter turnover rate through tool-specific coefficients. Unlike most models, the turnover of soil organic matter does not follow first order kinetics. Each soil layer has a specific maximum capacity to accumulate C or C saturation (S_x) that depends on texture and controls the turnover rate. It is shown in an analytical solution that S_x is a parameter with major influence in the model C dynamics. Testing with a 65-yr data set from the dryland wheat growing region in Oregon shows that the model adequately simulates the S_C dynamics in the topsoil (top 0.3 m) for three different treatments. Three key model parameters, the optimal decomposition and humification rates and a factor controlling the effect of soil moisture and temperature on the decomposition rate, showed low uncertainty as determined by generalized likelihood uncertainty estimation. Nonetheless, the parameter set that provided accurate simulations in the topsoil tended to overestimate S_C in the subsoil, suggesting that a mechanism that expresses at depth might not be represented in the current sub-model structure. The explicit integration of C, N, and P fluxes allows for a more cohesive simulation of nutrient cycling in the SWAT model. The sub-model has to be tested in forestland and rangeland in addition to agricultural land, and in diverse soils with extreme properties such high or low pH, an organic horizon, or volcanic soils.     

加工误差对压气机叶栅气动性能的影响

目的 研究不同区域加工误差对叶片气动性能的影响。方法 选用轴流压气机出口级静叶叶中截面,以叶型厚度变化和中弧线变化为特征,分别在叶型前缘、最大厚度和尾缘区域添加加工误差,采用数值模拟方法,对比设计叶型气动性能,研究叶型各区域几何偏差对性能的影响。结果 叶型前缘几何偏差对气动性能的影响最大,偏差造成的中弧线偏移对性能变化起主导作用。尾缘区域几何偏差对性能的影响趋势与前缘区域完全相反。考虑叶型整体偏差时,轮廓度正偏差造成的性能恶化更加显著。结论 所得的几何偏差影响规律可为实际叶片加工过程中工艺的制定和超差审理提供数据支持。     

我国海冰的可能最大厚度

我国的渤海和黄海北部近岸海域，每年冬季都有海冰出现，渤海的辽东湾是我国冰情最严重海区。在渤海，特别是辽东湾，海注作用力是海洋工程设计的控制荷载。海注的厚度是计算海冰作用力的重要参数之一。本文根据渤海辽东湾北部鲅鱼圈和盘锦海洋站的气温和海冰观测资料，建立了计算海冰厚度的经验公式，并据此估算了我国平整海冰的可能最大厚度为８０ｃｍ。     

饱和层状尾砂动力特性研究*

为探究动力作用下尾砂液化破坏特性,基于某矿山尾矿库坝体分层尾砂,开展不同固结应力和层状结构条件下动三轴试验,分析层状尾砂动弹性模量、阻尼比及动剪应力比等动力参数与动孔压的变化规律。结果表明:固结应力对层状尾砂力学特性和动孔压变化趋势有较大影响,固结应力越大,动孔压增长越明显,初始增长斜率随固结应力增大而下降;尾粉土厚度一定时,固结应力越大,层状尾砂动剪应力比越小;固结应力为常数时,层状尾砂动剪应力比随尾粉土厚度增加先增大后减小,当尾粉土厚度为0,20,40,80 mm时,对应动剪应力比分别为0.33,0.35,0.38,0.28;尾粉土对孔隙水压力阻隔作用比尾细砂更明显,试样破坏所需振次随尾粉土厚度增加而增加。研究结果可为高烈度地震区尾矿坝地震液化研究提供理论参考。