Further Studies Of Atmospheric Turbulence In Layers Near The Surface: Scaling The Tke Budget Above The Roughness Sublayer

The second of two experimental studies of the TKE budget conducted on sites of different roughness is described, and results are compared. The first took place within a shallow layer above a small field of mostly bare, cultivated soil; the second was carried out above a roughness sublayer of significant depth on an extensive plain of tall dry grass. Budget terms observed in the second study were scaled with a modified u_{content/t6312p5124275361/xxlarge9733.gif" alt="starf" align="MIDDLE" BORDER="0">} which compensated for effects of an unusually large stress gradient and ensured that the content/t6312p5124275361/xxlarge966.gif" alt="phgr" align="MIDDLE" BORDER="0">_m functions would be collinear. By showing that the modification becomes negligible in smaller gradients, it is demonstrated that in normal conditions, budgets observed above significant roughness sublayers should be normalized by scaling in terms of the unreduced Reynolds stress at the sublayer's upper surface. This procedure is shown to be consistent with the expectation that TKE budgets in layers near the surface all scale in fundamentally the same way.Other findings include: (1) the fact that most content/t6312p5124275361/xxlarge966.gif" alt="phgr" align="MIDDLE" BORDER="0">_m functions previously reported are not quite collinear is attributed to a type of overspeeding known to affect three-cup anemometers; (2) revised content/t6312p5124275361/xxlarge966.gif" alt="phgr" align="MIDDLE" BORDER="0">_m functions, collinear and largely free of the effects of overspeeding, are determined from a well-established characteristic of the linear content/t6312p5124275361/xxlarge966.gif" alt="phgr" align="MIDDLE" BORDER="0">_m relation for the stable case; (3) data that define collinear content/t6312p5124275361/xxlarge966.gif" alt="phgr" align="MIDDLE" BORDER="0">_m functions can also be represented with single hyperbolic curves; (4) dissipation is found to be 10 to 15% too small to balance total TKE production in unstable and neutral conditions and to decrease with increasing z/L in thestable regime; and (5) new relations for content/t6312p5124275361/xxlarge966.gif" alt="phgr" align="MIDDLE" BORDER="0">_{content/t6312p5124275361/xxlarge8712.gif" alt="isin" align="MIDDLE" BORDER="0">} based on the observed behaviour of the dissipation deficit provide an improved closure for the set of equations that express the budget terms as functions of content/t6312p5124275361/xxlarge966.gif" alt="phgr" align="MIDDLE" BORDER="0">_m and z/L.     

Comparison between Pollutant Concentration in the Samples of Fog and Rime Water Collected at Mt. Milešovka

The article aims at showing the differences in concentration of pollutants that are contained in the samples of fog and/or low cloud water in comparison with the water from rime. The results follow from the fog and rime measurements made at Mt. Milecontent/m160615146p14g57/xxlarge353.gif" alt="scaron" align="BASELINE" BORDER="0">ovka (content/m160615146p14g57/xxlarge268.gif" alt="Ccaron" align="BASELINE" BORDER="0">eské Stcontent/m160615146p14g57/xxlarge345.gif" alt="rcaron" align="BASELINE" BORDER="0">edohocontent/m160615146p14g57/xxlarge345.gif" alt="rcaron" align="BASELINE" BORDER="0">í Mountains). They are compared with the results of other studies that also report the differences in fog and rime chemistry.     

腾格里地区盐湖的盐类沉积特征

腾格里沙漠122个盐湖分为石盐、石盐-芒硝、石盐-白钠镁矾及芒硝(石膏)4种类型。盐湖含盐系厚度一般4～9m,总体呈现下部为含盐碎屑沉积,上部以盐类沉积为主,构成储卤层,卤水赋存其中,由湖岸至湖心储卤层厚度增长。含卤层理渐小,卤水含KCl渐高。盐湖中矿物主要为碳酸盐矿物,以芒硝、石膏为主的硫酸盐矿物、石盐以及粘土矿物。盐湖卤水以晶间卤水为主。许多卤水含K+大于2g/L。K+含量最高的红盐池,平均含量达19.14g/L。对钾矿而言,在盐湖分布相对集中地区,有一定的综合开发利用前景。     

利用GPS技术遥感大气对流层水汽含量的研究

讨论了利用 GPS系统探测大气对流层水汽含量的原理和数学模型 ,对利用 GPS遥感大气对流层水汽的加权平均温度、水汽含量随时间的变化等一些关键问题进行了探讨。通过对我国沿海地区大连、青岛、闸坡、坎门、厦门 5个测站的实验数据的解算 ,获得了较为满意的结果。     

地下水位升降对某场地地基土承载力的影响

通过工程实例，分析了对比地下水位升降对地基土的物理力学性质的影响，定量地总结了地下水位上升对地基土承载力的削弱情况。     

土体饱和度确定的两个问题

本文探讨了有关土饱和度确定的两个问题，由于试验技术手段的限制，土堆栈 饱和度只能通过其它物理性质指标之间的关系来求取，这样换算得到的饱和度往往偏大，并且，根据实验分析，地下水位以下的粘性土并不都是饱和的，因此，在岩土工程中，非饱和土工力学亟待深入研究。     

西安地区黄土含水率变化特点

通过对西安地区黄土剖面的野外观察、颗粒分析和含水率的测定 ,系统地研究了黄土层含水率的变化特点 ,初步认识到在同一黄土剖面上 ,黄土含水率从上到下呈波动变化 ,其峰值位于古土壤层内 ,而波谷处于黄土层内 ,并呈波动增加的趋势。在具有结核层的黄土层中 ,其含水率从上部到下部呈由大变小再变大的趋势 ,其峰值位于结核层之上 ,CaCO3 结核层具有隔水作用 ;在古土壤层中 ,从上向下 ,其含水率呈由小变大再变小的规律 ,其峰值出现在古土壤的中、下部位 ,即粘土化最强的部位。土壤质地是决定含水率大小的重要因素 ,在包气带中 ,黄土含水率的变化与粘土颗粒含量具有明显的正相关关系。     

石灰稳定膨胀土的效用及其施工质量控制

膨胀土的胀缩可引起地基的变形，甚至危及构筑物的安全。对于膨胀土路段，路基的稳定是工程建设成功的关键。在论述石灰稳定土加固机理的基础上，结合工程实例，论述了膨胀土路段石灰稳定的施工要点及石灰稳定膨胀土路段的施工质量控制。     

利用地基双通道微波辐射计遥感青藏高原大气云水特征

利用1997年春季西宁市地基双通道（22．235和35．3GHz)微波辐射计观测的资料，分析了不同月份、不同天气条件下的大气总含水量（V）和云中液态水积分含量（L）的分布规律。结果表明，在相同天气条件下，L值3－5月均呈逐渐递增的趋势，增加幅度一般为20％－40％，V值变化幅度很小；春季高原L值大约只有V的1%。与河北省的资料进行对比后发现，L值基本相当，而V值高原只有平原地区的30％－50％。