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1.
Detailed wind tunnel tests were carried out to establish the mean downwind velocity and transport rate of different-sized loose dry sand at different free-stream wind velocities and heights, as well as to investigate the vertical variation in the concentration of blowing sand in a cloud. Particle dynamic analyzer (PDA) technology was used to measure the vertical variation in mean downwind velocity of a sand cloud in a wind tunnel. The results reveal that within the near-surface layer, the decay of blown sand flux with height can be expressed using an exponential function. In general, the mean downwind velocity increases with height and free-stream wind velocity, but decreases with grain size. The vertical variation in mean downwind velocity can be expressed by a power function. The concentration profile of sand within the saltation layer, calculated according to its flux profile and mean downwind profile, can be expressed using the exponential function: cz=ae−bz, where cz is the blown sand concentration at height z, and a and bare parameters changing regularly with wind velocity and sand size. The concentration profiles are converted to rays of straight lines by plotting logarithmic concentration values against height. The slope of the straight lines, representing the relative decay rate of concentration with height, decreases with an increase in free-stream wind velocity and grain size, implying that more blown sand is transported to greater heights as grain size and wind speed increase.  相似文献   

2.
《Geomorphology》2004,57(1-2):117-127
Detailed wind tunnel tests were conducted to examine the fetch effect of a sandy surface on a sand cloud blowing over it. The results suggest that the fetch length of a sandy surface has a significant effect on both the vertical flux profile and total horizontal flux. The sand flux over a sandy surface increases with height in the very near surface layer, but then decays exponentially. In agreement with the widely accepted conclusion, the decay function can be expressed by q=aexp(−h/b), where q is the sand flux at height h. Coefficient a that tends to increase with wind speed implies the influence of wind, while coefficient b that defines the relative decay rate shows the influence of both the fetch and wind. The relative decay rate increases with fetch when the fetch length is short, then becomes constant when the fetch reaches a certain length. The threshold fetch length over which the relative decay rate keeps constant increases with wind speed. The average saltation height generally increases with fetch. Both the relative decay rate and average saltation height show that the fetch effect on the flux profile becomes more significant when the wind speed increases. The total sand transport equation for the total fetch can be expressed by Q=C(1−Ut/U)2U3(ρ/g), where Q is the total sand transport rate, U and Ut are the wind velocity and threshold wind velocity at the centerline height of the wind tunnel, respectively, g is gravitational acceleration, ρ is the density of air, and C is a proportionality coefficient that increases with the fetch length, implying that the total sand flux increases with the fetch length.  相似文献   

3.
乌兰布和沙漠东北缘地表风沙流结构特征   总被引:13,自引:4,他引:9  
在国家林业局磴口荒漠生态站长期监测的基础上,利用多种积沙仪,对乌兰布和沙漠东北缘流动沙丘、油蒿半固定沙丘、白刺半固定沙丘、油蒿固定沙丘、白刺固定沙丘5种典型下垫面近地面(0~100 cm)的风沙流输沙量进行了实地观测和对比分析。结果表明:(1) 输沙率(q)随高度(h)增加呈幂函数(q=ah-b,R2≥0.8409)规律衰减,随风速(v)增大呈幂函数(q=avb,R2≥0.9256)规律增加,42.8%~70.7%的输沙量分布在10 cm高度内,67.6%~90.0%的输沙量分布于30 cm高度内。当地表植被盖度达到40%以上时,输沙率下降至无植被覆盖地表输沙率的6.6%以下,可有效阻止地表风蚀。(2) 沙物质主要由粒径为50~250 μm的细沙和极细沙构成,各高度层风蚀物粒度组成服从单峰态分布,峰值在100~250 μm。随高度增加,风蚀物粒径范围趋于变窄,粒径趋于更细。(3) 起沙风多出现在WSW和NW方向,占全年起沙风的53.19%。风沙流中跃移输沙、蠕移输沙的空间分布在理论上应与风向频率分布基本一致,差异性主要由各方位风的强度和持续时间等因素导致。研究结果可为该区域防沙工程设计提供理论参考。  相似文献   

4.
In a blowing sand system,the wind provides the driving forces for the particle movement while the moving particles exert the opposite forces to the wind by extracting its momentum.The wind-sand interaction that can be characterized by shear stress and force exerted on the wind by moving particles results in the modification of wind profiles.Detailed wind pro-files re-adapted to blown sand movement are measured in a wind tunnel for different grain size populations and at differ-ent free-stream wind velocities.The shear stress with a blowing sand cloud and force exerted on the wind by moving par-ticles are calculated from the measured wind velocity profiles.The results suggest that the wind profiles with presence of blowing sand cloud assume convex-upward curves on the u(z)-ln(z) plot compared with the straight lines characterizing the velocity profiles of clean wind,and they can be better fitted by power function than log-linear function.The exponent of the power function ranging from 0.1 to 0.17 tends to increase with an increase in wind velocity but decrease with an increase in particle size.The force per unit volume exerted on the wind by blown sand drift that is calculated based on the empirical power functions for the wind velocity profiles is found to decrease with height.The particle-induced force makes the total shear stress with blowing sand cloud partitioned into air-borne stress that results from the wind velocity gradient and grain-borne stress that results from the upward or downward movement of particles.The air-borne stress in-creases with an increase in height,while the grain-borne stress decreases with an increase in height.The air-borne shear stress at the top of sand cloud layer increases with both wind velocity and grain size,implying that it increases with sand transport rate for a given grain size.The shear stress with a blowing sand cloud is also closely related to the sand transport rate.Both the total shear stress and grain-borne stress on the grain top is directly proportional to the squ  相似文献   

5.
Z.S. Li  D.J. Feng  S.L. Wu  A.G.L. Borthwick  J.R. Ni   《Geomorphology》2008,100(3-4):484-493
Size frequency distributions of sediment particles in a wind tunnel containing a bed of non-uniform sand are investigated by re-interpreting existing experimental data using particle-size analysis. Each particle sample is classified into one of eight groups according to its size grading. The analysis reveals that the modal shape of the particle-size frequency distributions of the saltating sand at different elevations or longitudinal distances is similar to that of the mixed sand in the bed once the boundary layer is fully developed. The standard deviation of the grain-size frequency distribution increases with increasing elevation above the bed then stays constant, whereas its skewness decreases. The mean grain size decays exponentially with elevation. The aeolian sand mass flux is determined for each size grading at different vertical and horizontal measurement locations. The vertical profile of aeolian horizontal mass flux depends on the size grading. The distribution of the sand transport rate according to the mean grain size in each grading fits the normal distribution. A parameter wi is defined to reflect the likelihood of saltation for sand particles of the i-th size grading, and the mean sand size corresponding to the maximum value of wi is found to be 0.2 mm. In addition, wind velocity strongly influences the magnitudes of the particle-size distribution and the sand mass flux distribution in both vertical and longitudinal directions.  相似文献   

6.
风沙流中不同粒径组沙粒的 输沙量垂向分布实验研究   总被引:14,自引:0,他引:14  
冯大军  倪晋仁  李振山 《地理学报》2007,62(11):1194-1203
在非均匀沙床面上, 风沙流中不同粒径组沙粒的输沙量垂向分布, 是非均匀风沙运动研究的重点。研究首先通过风洞实验, 收集了风洞中垂线垂向输沙量分布沙样, 然后对集沙沙样进行了沙粒粒度分析实验, 实验分析结果得出了不同粒径组沙粒的输沙量垂向分布规律, 基于稳定平衡风沙跃移运动模型和本文实验结果, 最后数值模拟研究了不同粒径组沙粒输沙量垂向分布, 与沙粒起跳速度和角度之间的关系。本文研究结果得出, 在非均匀风沙流中, 粗粒径组沙粒垂向输沙量上部符合指数递减分布但近床面区偏离指数分布, 呈现为偏大型分布, 粗粒径组对应的沙粒起跳速度和角度分布均为指数函数; 细粒径组沙粒垂向输沙量在整 个高度上均符合指数递减规律, 细粒径组沙粒对应的起跳速度分布为指数函数, 起跳角度分布为高斯函数。沙粒的平均起跳速度, 在0.4u*~2.2u* 之间变化, 随着气流风速(u*) 和沙粒粒径的增加而减小。  相似文献   

7.
The vertical distribution of the wind-blown sand flux in a 40-cm flow layer above the ground surface was investigated through laboratory wind-tunnel tests and field measurements on the mobile dune surface during sand storms in the Taklamakan Desert of China. Results show that vertical distribution of the horizontal mass flux of drifting sand is a discontinuous function of height. More than 90% of the total material is transported in the flow layer from the surface to 14 cm. From 2 to 4 cm above the surface, a distinct transition zone occurs wherein mixed transport by creep, saltation, and suspension becomes saltation and suspension. The flow layer from 14 to 15 cm represents a further transition from saltation to suspension, where the distribution curves of the transport rate against height converge. The basic natural exponential function cannot describe well the vertical distribution of the saltation mass flux in the Taklamakan Desert. As a function of height, saltation mass flux follows a function qsalt = a'Z-bZ, and the distribution of suspension mass flux fits the power function very well. A total transport rate from surface creep to saltation and suspension in the measured flow layer, which is directly proportional to the effective wind speed squared (V - Vt)2, can be predicted by integrating Q = a'Z-bZ + cZ-d. The height distribution of the average quantities of transported materials varies as an exponential function of wind speed, and deceases with the increase in total transport quantity. Higher wind speed results in a higher transport rate and a higher vertical gradient for the particle concentration. The increment of relative transport quantity in the higher flux layer increases as wind speed increases, which generates a higher concentration of drifting particles in the upper flow layer. [Key words: aeolian geomorphology, aeolian transport, horizontal sand flux, sand dune, vertical sediment distribution, Taklamakan Desert.]  相似文献   

8.
海岸风沙流中不同粒径组沙粒的垂向分布模式   总被引:4,自引:1,他引:3  
董玉祥  S.L.Namikas  P.A.Hesp 《地理研究》2009,28(5):1179-1187
通过对河北昌黎黄金海岸沙丘风沙流的野外实地观测与室内风洞模拟实验数据的数值模拟,探讨了我国典型海岸沙丘风沙流中不同粒径组沙粒输沙量的垂向分布模式。结果表明,河北昌黎黄金海岸沙丘表面风沙流中不同粒径组沙粒输沙量的垂向分布特征并不一致,其中细沙和中沙符合典型的指数递减分布规律,但粗沙则为负幂函数分布。究其原因,主要与不同粒径组沙粒输沙量的分布高度及运动方式差异有关。在实际非均匀沙床面上,粗沙主要集中分布于沙丘表面4cm高度内湍流发育的近地表层,运动方式以蠕移为主,沙丘表面湍流的主导作用使其输沙量随高度的变化满足负幂律关系,但中沙和细沙则以跃移运动为主,跃移沙粒输沙量的垂向分布呈现指数递减特征。  相似文献   

9.
库布齐沙漠南缘抛物线形沙丘表面风沙流结构变异   总被引:5,自引:0,他引:5  
对库布齐沙漠南缘抛物线形沙丘表面气流和输沙率的野外观测和分析结果表明,沙丘表面约90%的风沙输移集中在距沙面0.10 m高度范围内,输沙率随高度递减的形式在沙丘各部位因风速、下垫面状况和坡面形态不同而发生变异。沙丘迎风坡坡脚因出露坚硬、含砾石地表,颗粒跃移高度大,风沙流上层相对输沙率大;迎风坡沙粒沿坡向上运动,颗粒跃移高度减小,风沙流中近地表相对输沙率大;沙丘背风坡沙粒沿坡向下运动,加之来自丘顶变型跃移物质的影响,风沙流上层相对输沙率较大;脊线受迎风坡各个断面地形差异的影响,各观测点间风沙流结构差异显著。风沙流结构在迎风坡和丘顶均遵循指数递减规律(Q=aexp(-z/b)),其中,指数函数拟合中系数a与输沙率具有良好的幂函数关系,随风速增加而增加,但二者关系较弱;b与二者无相关性。背风坡风沙流结构具有明显的分段现象,以0.10 m高度为界,下层符合指数函数,上层符合幂函数。  相似文献   

10.
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.  相似文献   

11.
Vertical profiles of aeolian sand mass flux   总被引:5,自引:0,他引:5  
J. R. Ni  Z. S. Li  C. Mendoza 《Geomorphology》2003,49(3-4):205-218
Vertical profiles of the horizontal mass flux of blown sand are investigated experimentally using a passive vertical array in a wind tunnel. Considering lower sampling efficiency of the sand trap in the near-bed region, this investigation is complemented by the measurements of the longitudinal profiles of mass flux made using a horizontal sand trap. The experiments were conducted with two test sands and five different stream velocities.In the upper part of the vertical profile, the measured data exhibit an exponential decay distribution with a positive deviation occurring in the near-bed region. The measured longitudinal profiles are similar to the measured vertical profiles. Linking both profiles and the modes of sand transport, it is possible that saltating sand grains give rise to the well-known exponential decay distribution of mass flux, and that creeping and reptating grains force a deviation from it. A simple equation applicable for both the vertical and the longitudinal sand mass flux variations is introduced and the parameters are estimated from experimental data.  相似文献   

12.
Wind tunnel modeling and measurements of the flux of wind-blown sand   总被引:1,自引:0,他引:1  
This paper presents a way to empirically fit experimental data for the horizontal flux of various sizes of wind-blown dry sand using data from wind tunnel experiments. We measured vertical wind profiles to derive threshold shear velocity and estimated shear velocity and the flux of sand mass as a function of the height for nine different grain sizes. We propose a fitting model based on the experimental data and a least-squares method and derive an explicit form of sand flux as a function of height and shear velocity for these grain sizes. We also obtained an explicit form of the empirical equation for the measurement of sand transport per unit width and unit time by integrating the empirical equation as a function of height. Finally, we compared the effectiveness of Bagnold's equation, Kawamura's expression and Lettau and Lettau's equation, for predicting sand transport with the results of our empirical equation. The results show that the transport predicted by all of the equations were always lower than the measured results from the empirical equation for all grain sizes and shear velocities. However, the empirical equation matched Bagnold's equation, Kawamura's equation, and Lettau and Lettau's equation if the coefficients in these equations were adjusted instead of using their original coefficients. The empirical equation for sand transport in the present study contradicts previous conclusions generated by Bagnold's equation, which predict that for a given wind drag, the transport of a coarse sand is greater than that of a fine sand.  相似文献   

13.
为了探究风沙流起动过程中沙粒输运特征,利用PTV测量技术在风洞中对风沙流起动过程进行了测量,分析了沙粒空间分布、沙粒平均水平速度、输沙率、沙粒数密度和输沙通量随时间的变化规律。结果表明:风沙流起动时间大约为1.5 s。起动过程中,输沙率随时间迅速增加,气流中沙粒总数目随时间的变化可表示为指数函数,沙粒数密度和输沙通量随高度的变化均可近似表示为负指数衰减函数。在t=1.0 s时刻的沙粒平均水平速度大于相同高度处以后时刻的沙粒平均水平速度,同一高度处t=1.5 s以后的沙粒数密度大于t=0.5 s、1.0 s时刻的沙粒数密度,同一高度处t=1.5 s以后的输沙通量大于t=1.0 s时刻的输沙通量。沙粒数密度随高度的衰减率一般随时间的增加而减小,并在t=1.5 s后逐渐接近稳定值。  相似文献   

14.
浑善达克沙地春季风沙活动特征观测研究   总被引:17,自引:6,他引:11  
刘树林  王涛  郭坚 《中国沙漠》2006,26(3):356-361
通过野外实验观测和室内分析整理的方法,对浑善达克沙地不同程度沙漠化土地的春季风沙活动特征进行了研究。结果表明:输沙率随风速增加成非线性增大;相同风速下,随着土地沙漠化程度的增加,输沙率成指数式增加;春季由于植被高度有限,覆盖度小于10%与覆盖度大于25%的沙地,对风场的响应,表现出明显不同的风沙流结构;不同程度的沙漠化土地上,发生风蚀搬运的物质组成也明显不同;研究区春季影响风沙活动的因素,主要是土地沙漠化程度,降水的迟早以及残存的灌木与多年生草本植物的多少等。  相似文献   

15.
库姆塔格沙漠羽毛状沙垄风沙活动强度特征   总被引:2,自引:2,他引:0  
以库姆塔格沙漠腹地的羽毛状沙垄为床面,通过风季实地观测与分析,研究了羽毛状沙垄的近地面风况、粒度特征及风沙流结构等。结果表明:羽毛状沙垄近地面风况具有明显的季节性,冬季盛行东风,其他季节盛行东北风;全年平均风速5.94 m·s-1,大于起沙风频率占总量的46.76%;新月形沙垄粒度变化在1.22~1.86之间,分选较好,垄间沙埂粒度变化在1.35~2.11之间,风选属于中偏差;随着风速的增大,地面以上0—2 cm高度层所含沙量有明显减少的趋势,2—20 cm所含沙量有增加的趋势,0—20 cm所含沙量占总输沙量的92.28%以上;在地面以上0—40 cm高度内,输沙率同2 m高处1 min平均风速为幂函数关系,不同性质的地表对输沙率有较大的影响;羽毛状沙垄的风速变化表现为新月形沙垄和垄间沙埂不同部位气流的增速和减速,风向变化表现为同风场下沙垄与沙埂风向夹角的存在。  相似文献   

16.
小麦玉米田耕作模式的防风蚀效果   总被引:2,自引:0,他引:2  
通过风洞实验,在5个风速下对6种耕作方式下农田土壤风蚀速率、0~20 cm风沙流结构进行了模拟研究。结果表明:保护性耕作土壤风蚀速率较传统耕作平均降低20%~40%;保护性耕作和传统耕作条件下土壤风蚀速率均随风速的增大呈幂函数递增,但在传统耕作条件下递增较快;风速14 m·s-1是荒漠绿洲农田土壤风蚀加剧转折点,当风速>14 m·s-1时保护性耕作下风蚀速率较传统耕作明显降低;0~20 cm内,传统耕作和保护性耕作下输沙率与高度分别呈线性和指数关系,保护性耕作下0~4 cm输沙量和输沙量百分比(Q0~4/Q0~20)均低于传统耕作。  相似文献   

17.
基于GIS空间分析技术的新月形沙丘表面输沙率模型研究   总被引:2,自引:1,他引:1  
 输沙率研究是风沙物理学与风沙工程学的重要内容。为了尝试GIS空间分析技术在新月形沙丘表面不同部位输沙率分布及模型建立中的应用,选取塔克拉玛干沙漠腹地典型孤立新月形沙丘,对其表面进行粒度采样和风速采样,并对沙丘表面的五个典型部位进行输沙率的采集。经过对风速数据归一化处理之后,根据粒度和风速采样特点,分别应用克里格方法和反距离方法对粒度和风速样点插值,得到新月形沙丘表面栅格形式的粒径分布和风速分布图。利用3种常用输沙率模型分别对沙丘表面5个典型部位进行输沙率计算,并与实测值进行对比。选取拟合优度最佳的Srensen模型,整合粒径和风速分布图,利用地图代数方法对沙丘表面输沙率分布进行计算,得到栅格形式的沙丘表面输沙率分布图。利用GIS的空间分析技术研究沙丘表面的输沙率分布,克服了传统定点观测的诸多不足。  相似文献   

18.
海滩养护工程实施后,在保护海岸抵御侵蚀的同时往往还产生其他的环境问题。尤其在强风区海岸,海滩养护造成了滩面环境的改变,使滩面风沙搬运和沉积特征都发生了显著变化。对福建平潭岛龙凤头海滩养护工程实施前后的风沙沉积对比研究表明,养护后海滩的干滩宽度、滩面沉积物粒径、表层湿度、海滩高程等环境要素变化对滩面风沙搬运与沉积过程都产生了重要的影响。主要结论为:(1)养护海滩干滩滩肩高程的提高增加了滩面风速,增大了滩面风沙输沙率;(2)养护海滩干滩宽度的增加既扩大了风区长度也为风沙搬运提供了充足的物源,且不受潮汐过程影响,提供了持续的风沙物源供给,增加了风沙作用时间;(3)养护海滩剖面形态的变化使得海滩滩面沉积物含水率减小,降低风沙起动风速,增强了滩面风沙搬运。  相似文献   

19.
The sidewall effects of a wind tunnel on aeolian sand transport were investigated experimentally. A wind tunnel was used to conduct the experiments with a given channel height of 120 cm and varying widths (B) of 40, 60, 80, 100 and 120 cm. Both vertical profiles of wind velocity and sand mass flux were measured at different locations across the test section. The results show that the wind velocity with saltation first increases and then decreases to a minimum, from the sidewall to the central line of the wind tunnel. The discrepancy among wind velocities at different locations of the transverse section decreases with decreasing tunnel width. The wind friction velocity across the wind tunnel floor, with the exception of the region closest to the sidewalls, does not deviate strongly in wide wind tunnels from that along the central line, whereas it does vary in narrow tunnels. The sand mass fluxes, with the exception of some near-bed regions, are larger along the central line of the wind tunnel than they are at the quarter width location from the sidewall. Unlikely previously reported results, the dimensionless sand transport rate, Qg / (ρu3) (where Q is the total sand transport rate, g is the gravitational acceleration constant, ρ is the air density, and u is the wind friction velocity), first decreases and then increases with the dimensionless friction velocity, u / ut (where ut is the threshold friction velocity). The above differences may be attributed to the sidewall effects of the wind tunnel. A dimensionless parameter, FB = u / (gB)1/2, is defined to reflect the sidewall effects on aeolian sand transport. The flows with FB of 0.33 or less may be free from the sidewall effects of the wind tunnel and can ensure accurate saltation tunnel simulation.  相似文献   

20.
半干旱区不同类型沙丘风沙流结构特征   总被引:4,自引:1,他引:3  
采用两种阶梯式集沙仪和小型气象站于2017年4—5月对科尔沁沙地流动沙丘、半固定沙丘和固定沙丘0~75 cm气流层风沙流的总输沙量、输沙率、粒径组成分布和风蚀特征值进行了观测。结果表明:(1)随着高度增加,总输沙量下降,随着风速增加,总输沙量上升;92.20%~95.60%的输沙量发生在0~21 cm高度。(2)总输沙率(Q)流动沙丘>半固定沙丘>固定沙丘,将Q与地上200 cm风速进行函数拟合,流动沙丘幂函数最佳(R2=0.986),半固定(R2=0.990)和固定沙丘(R2=0.956)指数函数最佳。(3)将各高度的输沙率与地上200 cm风速进行函数拟合,流动沙丘(R2≥0.905)和半固定沙丘(R2≥0.968)拟合度幂函数好于指数函数,固定沙丘(R2≥0.923)指数函数优于幂函数。(4)在一定高度下,3类沙丘输沙率均随着风速的增加而增加;在一定风速下,输沙率随着高度的增加而逐渐递减。(5)3类沙丘的特征值随着风速的增加呈现出逐渐递增的趋势;流动沙丘以λ>1为主,表现出持续侵蚀输送沙粒的能力;半固定沙丘当风速>9.0 m·s-1时逐渐出现侵蚀状态;固定沙丘以λ<1为主,近地表风沙以堆积状态为主。(6)3类沙丘主要由粒径为0.1~0.25 mm的细沙构成,在0~30 cm高度,细沙占输沙量的50.09%~85.11%,在30~75 cm高度,细沙占输沙量的43.53%~75.53%。  相似文献   

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