不同排列方式和间隙比下双圆柱流致振动特性研究

采用基于ALE的流固耦合分析方法,将圆柱体振动模型简化为平面双自由度质量-弹簧-阻尼系统,进行了计算参数无关性分析。对不同θ角和间隙比T下的双圆柱流致振动进行数值模拟,并与单圆柱振动计算结果进行比较,得到了不同θ角和间隙比T下中心圆柱的升阻力系数、流场分布和运动轨迹变化情况。通过分析发现小间隙比下由于两圆柱间的相互干扰,改变了中心圆柱的尾涡结构,导致了升力和阻力系数随不同θ角而发生变化;小间隙比下由于两圆柱间的相互干扰影响,均使中心圆柱的轨迹在不同θ角下发生了较大的变化,顺流向的振动频率与单圆柱振动时相比出现了多倍频,导致其运动轨迹发生了变化。     

Application of X-ray computed tomography for analyzing cleat spacing and cleat aperture in coal samples

New techniques to determine distributions of cleat aperture, cleat orientation and cleat spacing from CT scans have been developed. For cleat orientation and spacing distributions, two different coal blocks were scanned. The CT scans have been analyzed for the three orthogonal directions. Histograms of the cleat orientations are bimodal, expressing the typical cleat texture of face and butt cleats and bedding perpendicular relaxation fractures. Deviations up to 20° from the peak values in the cleat orientation distributions were used as input for automated image analysis of cleat spacing. Distributions of the cleat spacing measurements are related to the face and butt cleat directions. The term “relevant cleat length” is introduced as a measure to extract the amount of cleat length involved with the cleat spacing measurements. The ratio ranges from 0.03 to 0.38 and expresses the difference in cleat texture in both samples. Cleat spacing versus relevant cleat length shows sample specific patterns for face cleat, butt cleat and bedding. To describe cleat aperture quantitatively, peak height and missing attenuation have been used. The image of a cleat was seen as a convolution of a rectangular fracture profile with a Gaussian point spread function.     

Drainage spacing regularity on a fault-block: A case study from the eastern Ruahine Range

Abstract:  Recent research has indicated river basin outlets draining linear sections of large, uplifting mountain belts often show a regularity of spacing, transverse to the main structural trend. A morphometric analysis of part of the Ruahine Range, on the North Island was undertaken to test whether drainage regularity may exist in smaller, younger mountain ranges. The ratio, R , of the half-width of the mountain belt, W , and the outlet spacing, S , was used to characterize drainage networks on the eastern side of the range. The spacing ratio for the range of 1.31 is lower than R results from studies of larger mountain belts ( R  = 1.91–2.23). We suggest the cause of this lower ratio is related to eastward migration of the Ruahine drainage divide.     

基于Matlab的水准点稳定性分析

通过使用Matlab功能强大的数学软件，应用于测量工程的数据处理。具体解决变形监测中水准点是否稳定的判定问题。并通过计算实例说明其可行性和优越性。     

Relationships between land-use and forced-pool characteristics in the Colorado Front Range

Land use practices in Colorado during the last two centuries altered the supply of sediment and water to many channels in the upper South Platte Basin. As a result of increased supply of sediment and mobility and reduced peak flows, the characteristics of pools associated with channel constrictions, referred to as forced pools, may have been altered. Increased supply of sediment and reduced transport capacity of high flows could lead to aggradation in forced pools. Channel confined by road corridors could lead to high velocities at normal flows, increased energy dissipation from riprap, or even increased pool frequency resulting from failed riprap. To assess potential alterations, four hypotheses were tested: (1) impacted streams will show significantly different mean volume of pools than a control stream; (2) mean volume of pools on streams where land-use activities increased the supply of sediment will be significantly different from streams solely affected by flow regulation; (3) the strongest change in characteristics of pools of impacted streams will be a reduced volume of pools; (4) streams affected by road corridors will show statistically lower spacing of pools than streams unaffected by roads. The downstream spacing and residual volume of twenty consecutive forced pools were surveyed on five streams in the Colorado Front Range that varied from no contemporary impact to multiple historical and contemporary impacts. ANCOVA with stepwise model selection indicated that degree of land-use (categorical), bankfull spacing of pools, upstream riffle slope and expansion ratio were all significant (α = 0.1) predictors of volume of pools (R² = 0.73). Simple linear regression of mean volume of pools and stream specific variables (gradient, drainage area and discharge) and least square means comparison of mean volume of pools indicated a need to standardize volumes of pools by slope and discharge so that the volumes of pools could be compared among different levels of land-use. Significant correlations between drainage area and volume of pools allowed volume of pools to be standardized by drainage area and thereby discharge. This dimensionless variable was also significantly correlated with channel slope, which permitted the construction of a new variable, PV_QS (volume of pools standardized by discharge and slope). Least square means comparison of mean PV_QS revealed that the control reach was significantly different from road-impacted reaches. Mean volume of pools was significantly larger in the control reach compared to all but one road-impacted stream. This was likely a function of higher wood loading in the control reach and the competence of high flows in the road-impacted reach. Streams affected by road corridors did not have significantly different bankfull spacing of pools from streams not impacted by roads. The multiple interactions among control and response variables explored in this study indicate the need to identify the most constrained and sensitive response variables when attempting to assess channel response to land use.     

塔里木河流域白杨农田防护林蒸散量估算模型

以水面蒸发量为基础,利用多年的白杨农田防护林试验资料,建立了塔里木河流域白杨农田防护林蒸散量的两种估算模型,并利用白杨林实际蒸散量的测量值,分别对两种模型进行了验证。结果表明,从总体上来说,模型(Ⅰ)计算精度较高,但两种模型的相对误差都不是很大,都可以作为计算塔里木河流域白杨农田防护林蒸散量的方法而使用,但要根据具体情况加以应用。     

沙坡头铁路防护体系内风沙沉积的粒度特征

包兰铁路沙坡头段铁路防护体系内,由于下垫面性质发生变化,流沙区至人工植被带地表沉积物中表层土壤的黏粒和粉沙含量显著增大,平均粒径减小,颗粒分选性显著变差。防护体系内表层沉积物中的粉沙含量与地表相对高程反相关,黏粒含量与地形起伏没有直接关系,颗粒平均粒径、分选性与地表相对高程正相关。在土层垂直方向上,表层0~5cm内土壤粉沙含量较高,颗粒分选性差;5cm以下深度内土壤粉沙含量减少,颗粒分选性变好。在防护体系内沙丘地貌的不同部位,沙尘沉积速率不同。据此估算表明防护体系内固定沙丘迎风坡顶部沉积速率为0.147 cm/a左右;背风坡和丘间地平均堆积速率大于0.588cm/a。     

空间结构函数在北京地区气象观测站网设计中的应用

通过统计1978—2000年北京东南低地形区有关台站在春季、夏季、秋季、冬季的逐日平均气温和水汽压的结构函数, 分季节分析了该地区这两个二类气象要素的线段及平面内插精度和台站间距的对应关系, 并根据内插标准误差不超过观测标准误差的原则, 对上述两要素在北京东南低地形区的合理布站方案及间距进行了估算, 可以为2008年北京奥运会气象服务系统建设中气象台站布网建设提供一定的依据。结果表明, 正三角形排列方案为北京东南地区二类气象台站的最佳布站方案, 且布站精度应小于等于16 km。     

河南省黄河中游水土流失区林业重点治理工程可行性研究

从项目建设的必要性和紧迫性、建设内容、效益分析等方面论证了项目的可行性。项目规划营造林３８．９万ｈｍ２,总投资１２．７７亿元。经测算,项目实施后,生态、社会、经济效益分别为４４．１７,１８．９５,１０３．７５亿元,综合效益达１６６．８７亿元,而且使项目区的水土流失基本得到控制,生态环境得到根本改善,抗御自然灾害的能力提高