利用Excel VBA自动绘制物化探平剖图

提出在Excel VBA平台,结合Active X技术,自动实现平剖面图的数据整理及Surfer成图,应用于云南中甸铅锌矿数据成图工作,取得满意效果。     

圆弧状多层沉积谷地在平面P波入射下稳态响应的解析解

利用波函数的FourierBessel级数展开法,给出了含任意多个圆弧状沉积层的谷地在平面P波入射下稳态动力响应的解析解.并以具有三个沉积层的谷地为例,在宽频范围内,利用稳态地面运动幅值的空间分布,讨论了谷地中沉积介质的成层性对地面运动的影响.     

The Budget of Turbulent Kinetic Energy in the Urban Roughness Sublayer

Full-scale observations from two urban sites in Basel, Switzerland were analysed to identify the magnitude of different processes that create, relocate, and dissipate turbulent kinetic energy (TKE) in the urban atmosphere. Two towers equipped with a profile of six ultrasonic anemometers each sampled the flow in the urban roughness sublayer, i.e. from street canyon base up to roughly 2.5 times the mean building height. This observational study suggests a conceptual division of the urban roughness sublayer into three layers: (1) the layer above the highest roofs, where local buoyancy production and local shear production of TKE are counterbalanced by local viscous dissipation rate and scaled turbulence statistics are close to to surface-layer values; (2) the layer around mean building height with a distinct inflexional mean wind profile, a strong shear and wake production of TKE, a more efficient turbulent exchange of momentum, and a notable export of TKE by transport processes; (3) the lower street canyon with imported TKE by transport processes and negligible local production. Averaged integral velocity variances vary significantly with height in the urban roughness sublayer and reflect the driving processes that create or relocate TKE at a particular height. The observed profiles of the terms of the TKE budget and the velocity variances show many similarities to observations within and above vegetation canopies.     

水势理论在四水转化研究中应用时代特征与趋势:纪念ZFP方法引进我国30周年

20世纪80年代零通量面方法在我国应用中解决了"四水"转化研究中参数不确定性带来的问题,发现在降水入渗补给地下水过程中土壤总水势梯度大于1.0cm H2O/cm,且逐渐降低,流入、流出被监测土层的水量相等时土壤总水势梯度趋近于1.0cm H2O/cm。20世纪90年代,利用土壤水势与含水量之间量化关系,指导了农业节水灌溉,提出在灌溉过程中土壤水势梯度等于1.0cm H2O/cm的时间持续愈长,表明过剩灌溉而浪费的水量愈多的认识。进入21世纪以来,水势理论较广泛地用来解决土壤水盐分运移数值模拟与入渗模型中水文地质参数问题和降水入渗土壤水势运移微观机理研究,并发现表聚型、中聚型和底聚型土壤盐分剖面的水动力学特征。通过土壤水动力场调控改变土壤水盐(养分或污染物)运移是未来重要研究方向。     

饱和土中浅圆弧状埋置基础对平面P波散射解答

在Biot饱和多孔介质动力学理论的基础上,利用Fourier—Bessel级数展开法,首次得到饱和土中浅圆弧状埋置基础对平面波散射问题的解答．并利用该解对有埋置基础的饱和土场地地面运动的幅值及其分布进行分析,研究了基础弹性对平面P波作用下饱和土地基与基础动力相互作用的影响。