汽车环境风洞降雨模拟影响因素研究

目的 研究自然界降雨量与汽车环境风洞模拟降雨量之间的关系,得到中国气象条件的雨量设定经验公式,为汽车环境风洞模拟降雨量的设定提供理论依据。方法 理论分析自然界气象降雨和汽车环境风洞模拟降雨的特点和差异,研究影响汽车环境风洞模拟降雨量的因素。结果 在无风条件下,影响汽车环境风洞降雨量的因素有气象降雨量、前挡风玻璃倾角、雨滴直径和车速等。按照车速将降雨分为汽车停止和汽车行驶2种模式,提出结合中国气象条件的汽车环境风洞模拟降雨量的经验公式。结论 在相同降雨等级下,汽车停止状态下的汽车环境风洞降雨量一般大于车辆行驶状态。在气象降雨量等级为短时中雨时,行驶汽车的雨量设定值与车速呈指数增长关系。     

CONTINUOUS SIMULATION OF RECEIVING WATER QUALITY TRANSIENTS1

: This paper presents solutions to the one-dimensional, transient conservation of mass equations for the coupled biochemical oxygen demand-dissolved oxygen (BOD-DO) reactions, based on the principle of superposition, for continuously discharging plane sources. The solutions are applied within the framework of a continuous simulation model to allow the derivation of water quality frequency curves and frequency histograms of consecutive hourly dissolved oxygen violations, for any desired standard. Receiving water response is determined for waste inputs from urban wet weather, dry weather, and upstream sources. An application to Des Moines, Iowa, and Des Moines River indicated that urban storm water impacts on the stream can be masked in the cumulative frequency curve representation, but the benefits of storm water control are clearly shown in frequency histograms of the duration of consecutive stream standard violations.     

润湿时间统计方法研究

根据日记相对湿度曲线，本文采用了五种方法统计江津地区1998年逐月的润湿时间；五种方法的区别主要在于：(1)相邻两点时间间隔不同，方法2、方法3相邻两点间隔1h，方法4、方法5相邻两点间隔6h；(2)若相邻两点的相对湿度值一个高于80％，另一个低于80％时，则采用了三种不同的方法计算从低点到高点相对湿度低于80％的时间，方法1直接从曲线读取，方法2、方法4则从相邻两点的相对湿度值计算获得，方法3、方法4则取相邻两点间隔时间的一半。方差分析表明五种方法之间没有显著差异，可直接利用国家气象局发布的全年每天2、8、14、20点的相对湿度来统计润湿时间。     

非承重草砖墙体的耐火性能试验分析

为研究草砖房的耐火性能,根据目前使用最多的砖混框架结构草砖房的结构特点,采用尺寸为1 000 mm×480 mm×360 mm草砖砌成宽3 000 mm,高3 000 mm,厚400 mm的非承重的草砖墙体作为试验用构件,利用大型垂直构件耐火试验炉,采用标准火灾升温曲线进行升温,对实体构件进行耐火性能试验。采用K型热电偶记录背火面的温升情况,研究其火灾试验过程中的耐火完整性和耐火隔热性,判断其耐火极限。试验结果表明,非承重草砖墙体具有良好的耐火性能,其耐火极限不低于3.0 h。同时,在这种结构的草砖墙体中,草砖外侧的抹灰层有效地阻挡火灾初期火的侵蚀;钢丝网片有效地起到固定草砖的作用;紧密压实的草砖其内部没有足够的可助燃的氧,且草砖表层暴露于火焰中形成炭化层阻止了火焰进一步向其内部蔓延。     

火灾后套筒灌浆料力学性能试验研究

为研究火灾对套筒灌浆料力学性能的影响,设计不同受火时间(60,90 min),不同静置时间(1,14 d)以及不同冷却方式(自然冷却、喷水冷却)试验,分析不同工况下的套筒灌浆料的抗折强度和抗压强度.结果表明:随着受火时间的增加,套筒灌浆料的抗折、抗压强度均逐渐降低,自然冷却后抗折强度残余率分别为11.3％、9.1％,抗...     

治霾背景下浅层地温能产业规模化发展研究

为了实现治霾目标,国家大力推广可再生能源应用,《关于促进地热能开发利用的指导意见》(国能新能[2013]48号),明确提出将积极推广浅层地温能,扩大其在城镇建筑用能中的比例。我国浅层地温能产业发展面临一系列障碍,为了克服市场调节失灵问题,借助事物发展动力原则,结合全寿命周期理论,依托层次分析法,推导能源发展的核心影响因素,据此提出了浅层地温能产业规模化发展的关键路径,构建了浅层地温能开发利用的长效管理体系。     

基于降雨事件监测的非点源污染对灞河水质的影响

在对灞河马渡王水文站断面5次降雨事件过程和2次非洪水过程监测的基础上,分析了灞河流域非点源污染对灞河水质的影响.结果表明:降雨过程期间,COD、总氮、氨氮、硝氮、亚硝氮、总磷指标监测平均值均小于非洪水期监测平均值.各指标负荷输移速率随时间的变化趋势和径流量变化趋势大体相同,即先逐渐增大达到峰值,再逐渐变小;各指标浓度随时间的变化规律大致为:COD、硝氮、总氮浓度先增大后减小;亚硝氮为先减小后增大,总磷的变化规律不明显.总氮、硝氮的浓度峰和负荷输移速率峰均接近或滞后于流量峰;COD的浓度峰接近或滞后于流量峰,而负荷输移速率峰接近或超前于流量峰;总磷、氨氮的浓度峰和负荷输移速率峰均接近或超前于流量峰;而亚硝氮的浓度峰变化规律不明显,负荷输移速率峰接近或超前于流量峰.采用平均浓度法计算了各指标的非点源污染平均浓度及负荷:2009年灞河流域马渡王断面COD、总氮、氨氮、总磷的非点源污染负荷分别为8707.28,723.63,245.52,43.07t.2009年灞河流域马渡王断面NSP负荷COD、总氮、氨氮、总磷所占总负荷相应的比例分别为31.86%、32.69%、42.21%、34.42%.由此可见,非点源污染在灞河水污染中占有较大比重,其对于灞河水质的影响不容忽视.     

极端暴雨条件下广东北江重金属污染特征

以2012年“6.25”暴雨径流过程为对象,研究广东省北江上游高桥断面在极端暴雨条件下水体理化性质与ρ(Pb)、ρ(Cu)、ρ(Zn)、ρ(Cd)(均为溶解态,下同)的变化过程;基于相关分析法,分析北江水质对水文过程的响应关系及各指标间的内联特点. 结果表明:暴雨径流期间,北江水质呈“大流量、高浓度”的特征. 暴雨径流发生前后4个典型阶段中,阶段Ⅰ(局部产流期)ρ(Cd)、ρ(Pb)仅为(0.48±0.09)和(1.91±0.29)μg/L,ρ(Cu)与ρ(Zn)基本未检出;阶段Ⅱ(以地表径流为主的全流域产流期)ρ(Cd)、ρ(Pb)、ρ(Cu)与ρ(Zn)均迅速上升,最高分别达1.80、12.34、6.18、52.57 μg/L;阶段Ⅲ(以浅层地下水径流为主的全流域产流期)重金属质量浓度整体较洪水期有所下降,但ρ(Pb)仍高于阶段Ⅰ正常水平,ρ(Zn)、ρ(Cu)和ρ(Cd)则低于阶段Ⅰ;阶段Ⅳ(深层地下水产流期)ρ(Cu)与ρ(Zn)已回落至未检出水平,ρ(Cd)持续下降,低于阶段Ⅲ和阶段Ⅰ,ρ(Pb)较阶段Ⅲ有所下降,但仍高于阶段Ⅰ. 暴雨径流期间,溶解态重金属质量浓度与流量及浊度间呈显著正相关(P<0.01),ρ(Zn)与ρ(Pb)、ρ(Cd)的相关系数均在0.85以上(P<0.01).      

我国七个站点降雨和森林穿冠水中硝态氮同位素丰度

采集了我国7个站点的降雨和森林穿冠水样品,分析测定了水样中硝态氮和总氮的同位素丰度.降雨中硝态氮δ15N值范围为-9.00‰至9.71‰,其中北方站点冬季降雨中硝态氮δ15N值要远高于其他站点,可能是由于北方冬季燃煤供暖所致.穿冠水中硝态氮δ15N值范围为-16.59‰至-0.32‰,比降雨中的硝态氮δ15N值要低,其可能原因是林冠层中存在硝态氮的交换过程,从而产生了分馏作用.降雨和穿冠水中TN的δ15N值范围分别为-7.94‰至-3.07‰和-4.55‰至-1.73‰,其中穿冠水中TN的δ15N值要略高于降雨中的值.     

Relationships between runoff and land degradation on non-cultivated land in the Middle Hills of Nepal

SUMMARY

Rainfall-surface water runoff relationships have been examined for 912 rainfall events during the 1992 and 1993 monsoon seasons on 15 erosion plots on a variety of non-cultivated land uses in the Middle Hills, Nepal. Vegetation cover and type examined ranged from grassland and relatively undisturbed mixed broadleaf forest to subtropical Sal forest, in various states of degradation, and bare ground. Runoff was frequently generated on most plots and often by relatively small rainfall amounts (less than 5 mm) and low rainfall intensities (3 mm/h). Ground cover and canopy cover were significant factors in determining amounts of runoff. Runoff coefficients ranged from 1–2% under grassland and mixed broadleaf forest to 57–64% on the bare sites. Coefficients for Sal forest were between these two extremes; specific values depended on the level of degradation induced by human activity. The most degraded forest sites experienced runoff coefficients of 33%. Ground cover beneath the trees, especially leaf litter, was more effective in reducing runoff than the amount of canopy cover. Canopy cover was more effective during the less intense storms but was ineffective when the rainfall intensity was high. The results suggest that a minimum ground cover of 60% will keep runoff to within 10% of total rainfall amounts for most normal monsoons in the Middle Hills. This will also reduce the risk of gullying and surface soil erosion. It is the nature of the forest that is important and not its total area. In the study area, although the total area under forest had not changed, some of the forest had become more degraded with a corresponding increase in mean runoff rates. Increased runoff can occur even if the area under forest increases. Estimates of levels of degradation based solely on changing forest areas are likely to be inaccurate.