自动连续称重式集沙仪设计及野外应用

集沙仪是定量监测风沙活动的重要工具。设计了一种自动连续称重式集沙仪,可以根据试验需要采集不同高度沙样,每分钟收集一次质量数据,实现高频连续集沙。试验结果显示,自动连续称重式集沙仪在15、30、60 cm高度的集沙量满足随高度增加呈指数减少的规律;在15 cm高度,风速与输沙通量呈指数函数关系(y=6E-05·e0.8417x,R2=0.6042),随集沙高度升高输沙通量与风速相关性减弱。自动连续称重式集沙仪与新型平口式集沙仪所测的输沙通量具有很好的一致性(y=0.8119x+0.2645,R2=0.7481)。自动连续称重式集沙仪虽然在稳固性方面需要改良,但能够很好地捕捉高度在15 cm以下沙物质的输移信息,野外应用效果良好,是一种适合野外高精度风沙活动自动监测的新型测量工具。     

青藏高原红梁河风沙动力环境特征

青藏高原红梁河沙地广布,目前对其风沙活动规律认识不足,不利于开展防沙工作。为此,通过野外观测和室内分析、计算等方法,对红梁河的风沙动力环境特征进行研究。结果表明:红梁河年起沙风向以N风为主,冬春季输沙势(DP)、合成输沙势(RDP)大,夏秋季输沙势、合成输沙势小,合成输沙方向(RDD)年内变化较小。年输沙势为249.84VU,属于中风能环境,年合成输沙势为242.92VU,年方向变率指数(RDP/DP)为0.97,属于大比率,年合成输沙方向为173.8°,为S方向。八方位年实测输沙总量为434.33kg·m^-1,以SW方向的输沙量最大。     

库布齐沙漠110MW光伏基地次生风沙危害的动力学机制

为了解释光伏设施干扰下沙质地表侵蚀堆积的动力机制,在库布齐沙漠110MW光伏电站选取2个断面,利用MetOne 014A/024A型自动风速仪,同步观测了光伏板前后不同位置20、50、100、200cm高度的1min平均风速,分析了光伏板干扰下流场格局变异及其与地表蚀积态势的关系。结果表明:(1)光伏设施强烈干扰流场格局,产生流场分异区:板下集流加速区、板前板后遇阻减速区、板面抬升区和板间恢复区,但光伏基地上风向边缘区域与腹地的流场分布格局存在显著差异;(2)空间流场特征区发育程度所指示的动力分布与地面侵蚀堆积态势基本对应;(3)植被可有效增大地面粗糙度,降低0~50cm近地表过境风速,减缓地表蚀积过程的发生与加剧;(4)光伏板下的集流加速和板前板后的反向涡旋,是塑造地表风蚀沟(坑)及积沙带发育的主要动力。     

呼伦贝尔沙地风蚀坑粒度特征及其环境意义

对呼伦贝尔沙地现代风蚀坑表层沙质沉积物与坑后沙丘垂直剖面沉积物进行了粒度分析,讨论了坑后沙丘剖面的形成过程及风成沙粒度变化的原因。结果表明：呼伦贝尔沙地风蚀坑表面及坑后沙丘剖面沉积物粒径以细沙和中沙为主;风蚀坑表面沉积物粒径及分选参数在风蚀坑各部位呈现波动式变化;平坦草地上的现代土壤与坑后沙丘下伏古土壤为同一层。基于粒度和沙丘移动过程综合分析,认为坑后沙丘剖面中风成沙粒度的垂向变化与沙丘在堆积和移动过程中剖面在坑后沙丘相对位置的变化具有紧密联系,密集采样得出的剖面中风成沙粒度的垂向变化是否能直接指示区域气候环境变化值得商榷。     

基于AERONET数据的气溶胶光学特性分析

大气气溶胶的监测对全球气候变化、区域空气质量和公共健康等研究具有重要的意义,而中国台湾岛四面环海,地理位置特殊,若忽略其大气环流和局地排放源造成的气溶胶特征时空异质性将会导致气溶胶参数反演误差。因此本研究使用中国台湾岛多个具有代表性的AERONET（AErosol RObotic NETwork）观测站历史数据和MODIS气溶胶光学厚度AOD（Aerosol Optical Depth）反演产品,分析5个典型站点气溶胶参数及其类型的时空变化特征及差异,分析结果表明：（1）各站点AOD年平均值逐年下降,呈现春季最高（0.5257）的季节变化特征和双峰结构的日变化规律,主导气溶胶类型为城市工业型（仅鹿林站点为海洋型）。（2）中国台湾地区风向多为东北风,风速越大,AOD值越低,海洋型气溶胶占比越高;反之则以城市工业型气溶胶为主。（3）?ngstr?m波长指数（AE）、单次散射比（SSA）、复折射指数虚部、不对称因子平均值分别为1.3283、0.9564、0.0054、0.7292;相比于北京（39.9768°N,116.3813°E）站,台湾“中央大学”AOD年平均值、季节变化、主导气溶胶类型均存在较大的差异。（4）MODIS AOD分站点验证精度较高,而在高山鹿林站的验证精度稍低（R²=0.5925）;而利用不同气溶胶类型的分类验证结果显示,城市工业（R²=0.7238）、生物质燃烧（R²=0.6161）和次大陆型（R²=0.5116）精度较高,但海洋型（R²=0.1585）、大陆型（R²=0.1111）AOD验证精度显著降低。本研究表明,中国台湾岛气溶胶类型呈现西南沿岸站点秋冬季次大陆型占比上升,西北沿岸大陆型上升的时空特征差异,细化气溶胶参数的时间差异和时间动态变化信息将对气溶胶卫星反演算法在环流特征明显的近海区域有着重要指导作用。     

厦门岛东南岸沙滩近期剖面变化研究

根据厦门岛东南岸沙滩剖面1999年2月-2002年11月4年的观测资料,分析了该剖面上平均高潮位、平均海平面、平均低潮位的位置变化,绘制了冲淤变化曲线,研究剖面的形态特征及季节和长周期变化趋势。结果表明,风暴潮影响后沙滩剖面呈风暴型剖面,而常浪季节均表现为滩肩型复式剖面。受滨外地形、岸线走向、季节性风浪和潮汐活动等因素影响,沙滩剖面的季节变化比较复杂,长周期变化及风暴潮后剖面的恢复过程各岸段有所不同：泥沙流上游的岸段供沙不足,呈侵蚀状态,剖面恢复较慢;下游则呈基本稳定或淤长状态,剖面恢复相对较快。暴风浪和季节性常风浪交替作用控制着本区沙滩剖面的长周期循环变化过程,该过程一般包括风暴侵蚀期、快速恢复期、稳定恢复期和基本稳定期4个阶段。     

A kinematic hardening constitutive model for sands: the multiaxial formulation

This paper explores the possibility of using well-accepted concepts—Mohr-Coulomb-like strength criterion, critical state, existence of a small strain elastic region, hyperbolic relationship for representing global plastic stress–strain behaviour, dependence of strength on state parameter and flow rules derived from the Cam-Clay Model—to represent the general multiaxial stress–strain behaviour of granular materials over the full range of void ratios and stress level (neglecting grain crushing). The result is a simple model based on bounding surface and kinematic hardening plasticity, which is based on a single set of constitutive parameters, namely two for the elastic behaviour plus eight for the plastic behaviour, which all have a clear and easily understandable physical meaning. In order to assist the convenience of the numerical implementation, the model is defined in a ‘normalized’ stress space in which the stress–strain behaviour does not undergo any strain softening and so certain potential numerical difficulties are avoided. In the first part the multiaxial formulation of the model is described in detail, using appropriate mixed invariants, which rationally combine stress history and stress. The model simulations are compared with some experimental results for tests on granular soils along stress paths lying outside the triaxial plane over a wide range of densities and mean stresses, using constitutive parameters calibrated using triaxial tests. Furthermore, the study is extended to the analysis of the effects induced by the different shapes of the yield and bounding surfaces, revealing the different role played by the size and the curvature of the bounding surface on the simulated behaviour of completely stress- and partly strain-driven tests. Copyright © 1999 John Wiley & Sons, Ltd.     

温室气体和硫酸盐气溶胶的辐射强迫作用

对GOALS4 .0海 陆 气耦合模式的相关部分进行了改进 ,主要改进包括温室气体的扩充和硫酸盐气溶胶“显式”方案的引入 ,并引入 2 0世纪温室气体的实际浓度变化以及硫循环模式模拟的硫酸盐气溶胶的三维全球浓度分布 ,模拟了温室气体和硫酸盐气溶胶造成的辐射强迫的空间分布和时间变化。全球平均的温室气体和硫酸盐气溶胶的辐射强迫分别为 2 .17W /m2 和 - 0 .2 9W /m2 ;温室气体造成的辐射强迫在空间上呈现明显的纬向结构 ,最大值 (大于 2 .5W/m2 )和最小值 (小于 1W /m2 )分别位于副热带和两极地区 ,在北半球主要工业区硫酸盐气溶胶的辐射强迫绝对值接近温室气体的辐射强迫值 (大于 - 2 .0W /m2 )。     

卫星遥感中国海域气溶胶特征分析

利用AERONET地基观测,验证MODIS Collection5(MODIS_C005)气溶胶产品在中国海域的适用性。利用其550nm气溶胶光学厚度(AOT550)和小颗粒比例(Fine Mode Fraction,FMF)对中国海域气溶胶分布进行分析,结合气象场对其形成机制进行探讨,结果表明:首先,MODIS_C005气溶胶产品在中国海域有很高精度,适用中国海域;其次,中国海域AOT550与FMF存在明显的时空分布特征。时间上,AOT550在冬、春季最大,在夏、秋季最小;FMF在夏、秋季最大,冬、春季最小。空间上,在经向上,AOT550在30°N—40°N达到最大,向南北递减;FMF从南向北逐渐增加,到达30?N附近后增加减弱。在纬向上,AOT550和FMF随着经度的增加而减小;最后,中国海域气溶胶主要来自于陆源气溶胶,借助风场传输到达中国海域,同时还受到降雨的影响。     

Effects of Time-dependent Moisture Content of Surface Sediments on Aeolian Transport Rates Across a Beach,Wildwood, New Jersey,U.S.A.

A one-day field investigation on an unvegetated backbeach documents the importance of surface sediment drying to aeolian transport. Surface sediments were well sorted fine sand. Moisture content of samples taken in the moist areas on the backbeach varied from 2·9 to 9·2 per cent. Lack of dry sediment inhibited transport prior to 08:50. By 09:10 conspicuous streamers of dry sand moved across the moist surface. Barchan-shaped bedforms, 30 to 40 mm high and composed of dry sand (moisture content <0·10 per cent), formed where sand streamers converged. The surface composed of dry sand increased from 5 per cent of the area of the backbeach at 09:50 to 90 per cent by 12:50 Mean wind speeds were beetween 5·6 and 8·6 m s⁻¹ at 6 m above the backbeach. Corresponding shear velocities were always above the entrainment threshold for dry sand and below the threshold for the moist sand on the backbeach. Measured rates of sand trapped (by vertical cylindrical traps) increased during the day relative to calculated rates. The measured rate of sand trapped on the moist foreshore was higher than the rate trapped on the backbeach during the same interval, indicating that the moist foreshore (moisture content 18 per cent) was an efficient transport surface for sediment delivered from the dry portion of the beach upwind. Measured rates of sand trapped show no clear relationship to shear velocities unless time-dependent surface moisture content is considered. Results document conditions that describe transport across moist surfaces in terms of four stages including: (1) entrainment of moist sediment from a moist surface; (2) in situ drying of surface grains from a moist surface followed by transport across the surface; (3) entrainment and transport of dry sediment from bedforms that have accumulated on the moist surface; and (4) entrainment of sand from a dry upwind source and transport across a moist downwind surface. © 1997 John Wiley & Sons, Ltd.