Rigorous velocity bounds from soft τ (p) and X(p) data

Summary. The convergence of two methods of inferring bounds on seismic velocity in the Earth from finite sets of inexact observations of τ ( p ) and X( p ) are examined: the linear programming (LP) method of Garmany, Orcutt & Parker and the quadratic programming (QP) method of Stark & Parker. The LP method uses strict limits on the observations of τ and X as its data, while QP uses estimated means and variances of τ and X. The approaches are quite similar and involve only one inherent approximation: they use a finite-dimensional representation of seismic velocity within the Earth. Clearly, not every Earth model can be written this way. It is proved that this does not hinder the methods - they may be made as accurate as desired by increasing the number of dimensions in a specified way. It is shown how to get the highest accuracy with a given number of dimensions.     

内蒙古拐子湖地区风沙运动若干参数计算

 利用内蒙古拐子湖地区风沙观测场2011年3～5月的沙尘暴强化观测资料,分析计算了巴丹吉林沙漠北缘平坦沙地的地表粗糙度、临界摩擦速度、临界起沙风速等风沙运动关键参数。初步结论如下：观测期间地表粗糙度的变化范围为1.0×10-7～ 9.0×10-1cm,平均粗糙度为0.942 cm;临界摩擦速度约为0.34 m/s;2 m高度的起沙风速约为4.6 m/s。     

不均匀沙起动理论及戈壁风蚀层形成动力学

定义了不均匀沙有别于均匀沙的起动概念, 得出了不均匀沙中各粒径沙具有不同的流体起动风速, 且不等于对应粒径均匀沙流体起动风速的结论, 具体表现为: 不均匀沙中小粒径沙的流体起动风速大于相同粒径均匀沙的流体起动风速, 而其中大粒径沙的流体起动风速又小于相同粒径均匀沙的流体起动风速。然后应用不均匀沙起动风速理论, 讨论了戈壁风蚀层与环境风力之间动态平衡的建立过程。     

干旱草原地区起沙通量的初步研究

通过宽范围颗粒谱仪WPS以及20 m梯度塔获得的观测资料,计算了朱日和地区沙尘天气下的起沙通量、摩擦速度以及临界摩擦速度,得到以下结论：①起沙通量大小与沙尘天气的强度呈一定的相关关系,随着沙尘天气强度的增大,起沙通量大小也增大。3月26日与4月6日两次沙尘天气下,沙尘暴和扬沙天气的平均起沙通量分别为6.0亿kg·m-2·s-1和4.14亿kg·m-2·s-1。②朱日和地区地表摩擦速度一般都在<1 m·s-1的范围内,n取1或2时,起沙率与Un*线性相关最好。③计算得到了观测粒子段的临界摩擦速度值。临界摩擦速度U*t随着粒径的增加呈先减小后增大趋势。     

A transport-rate model of wind-blown sand

Sand transport by wind plays an important role in environmental problems.Formulating the sand-transport rate model has been of continuing significance,because the majority of the existing models relate sand-transport rate to the wind-shear velocity.However,the wind-shear velocity readapted to blown sand is difficult to determine from the measured wind profiles when sand movement occurs,especially at high wind velocity.Detailed wind tunnel tests were carried out to reformulate the sand-transport rate model,followed by attempts to relate sand-transport rate to parameters of wind velocity,threshold shear-velocity,and grain size.Finally,we validated the model based on the data from field observations.     

夏季强沙尘暴内部热力动力特征的个例研究

根据对流体在热低压条件下激发强沙尘暴的机理,并应用Rennó和Ingersoll于1996年提出的热机自然对流理论,对2004年7月12日甘肃省酒泉基准站发生的强沙尘暴内部动力热力结构进行了探讨。结果表明:①在沙尘暴发生前的一小时大气底层处于干热状态,垂直方向巨大的温度梯度有利于干对流发展。②激发强沙尘暴的对流体的切向旋转速度和垂直运动速度的大小,很大程度上决定了沙尘暴的强弱。③利用酒泉站探空资料计算出的沙尘暴对流体的最大切向旋转速度为11.4 m·s-1,垂直运动速度为14.0 m·s-1;地面沙尘暴观测系统记录的平均环境风速仅为5.5 m·s-1,瞬间最大风速只9.3 m·s-1。     

泥石流流速研究现状与发展方向

泥石流流速是泥石流运动力学研究的核心内容之一,也是泥石流防治工程设计的核心参数之一.在全面介绍了目前国内外泥石流流速野外观测和窜内水槽测试的技术方法和成果,分析总结了国内外在泥石流流速分布和泥石流流速估算方法的研究成果的基础上,结合现有技术手段,分析了泥石流流速野外观测和室内水槽测试的主要内容和技术发展方向,提出了泥石流流速分布和流速计算研究的核心内容和主要发展方向.     

大风天气老哈河下游迎风侧谷坡的风速脉动特征

基于春季大风天气野外实地风速观测数据,从平均风速、风速脉动、风速脉动强度3个方面对老哈河下游迎风侧谷坡坡脚和坡顶的风速脉动特征进行了分析.结果表明:(1)在距地表0.50 m高度以上,坡脚和坡顶风速在时间序列上波动各自具有均一性;(2)风速脉动幅度随着距地表高度的增加而逐渐加大,其最大值超过4.00 m·s^-1.坡脚和坡顶的风速脉动频率各自具有一致性,但脉动频率不稳定;(3)风速脉动强度基本一致,随高度增加而逐渐增大.在0.50 m高度以上,风速脉动相对值(阵性度)基本稳定,但坡顶的阵性因谷坡的干扰而相对减弱.     

风沙流和净风场中瞬时水平风速廓线特征比较

为进一步认识风沙流和净风场中瞬时水平风速廓线特征的异同,在风洞中分别对风沙流和净风场中瞬时水平风速廓线进行了测量,风速采集时间间隔缩短至0.01s,分析了风沙流和净风场中瞬时水平风速、瞬时摩阻风速和瞬时空气动力学粗糙度的变化特征。结果表明：相同来流条件下,风沙流中水平风速脉动强度高于净风场,风沙流中瞬时摩阻风速、瞬时空气动力学粗糙度以及它们的脉动幅度均大于净风场;风沙流和净风场中瞬时摩阻风速概率密度分布均可以表示为正态分布,但其正态分布的特征值却存在一定差别;净风场中瞬时空气动力学粗糙度的概率密度分布表现出单调递减分布,而风沙流中瞬时空气动力学粗糙度的概率密度分布呈现出单峰分布。因此,在相同主流风速下风沙流和净风场中瞬时水平风速廓线特征有明显差别。     

Absolute S-velocity estimation from receiver functions

We present a novel method to recover absolute S velocities from receiver functions.
For a homogeneous half-space the S velocity can be calculated from the horizontal slowness and the angle of surface particle motion for an incident P wave. Generally, the calculated S velocity is an apparent half-space value which depends on model inhomogeneity and P -waveform. We therefore, suggest to calculate such apparent half-space S velocities from low-pass filtered (smoothed) receiver functions using a suite of filter-parameters, T . The use of receiver functions neutralize the influence of the P -waveform, and the successive low-pass filterings emphasize the variation of S velocity with depth.
We apply this   V _{S ,app.}( T )  technique to teleseismic data from three stations: FUR, BFO and SUM, situated on thick sediments, bedrock and the Greenland ice cap, respectively. The observed   V _{S ,app.}( T )  curves indicate the absolute S velocities from the near surface to the uppermost mantle beneath each station, clearly revealing the different geological environments. Application of linearized, iterative inversion quantify these observations into   V _S ( z )  models, practically independent of the S -velocity starting model. The obtained models show high consistency with independent geoscientific results. These cases provide also a general validation of the   V _{S ,app.}( T )  method.
We propose the computation of   V _{S ,app.}( T )  curves for individual three-component broad-band stations, both for direct indication of the S velocities and for inverse modelling.     

半干旱区沙尘天气近地层湍流通量及起沙研究

利用2005年春季朱日和气象站20 m气象塔的观测资料,结合同期的PM10质量浓度资料,分析了半干旱地区不同沙尘天气下近地层湍流通量的变化特征以及PM10质量浓度与起沙之间的关系。结果表明,动量通量在15:00左右达到极大值;感热通量在白天为正值,中午12:00左右达到峰值,而晚上变为负值,并在凌晨达到谷值;由于3月份下垫面湿度大,导致潜热通量经常全天为正值,并在16:00左右达到峰值;PM10质量浓度与摩擦速度的二次方呈正比,临界起沙风速和临界摩擦速度分别为7 m·s－1和0.7 m·s－1。     

西藏古乡沟泥石流流速

根据水力学原理和古乡沟泥石流实测资料,结合试验数据,经计算分析,提出了泥石流流速。这个公式为整治古乡沟泥石流和川藏公路沿线泥石流沟提供了参数。