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上海徐家汇地区建筑分布密集且高低不一,是典型的具有非均一下垫面特征的城市地貌。本文利用该地区的地理信息研究了粗糙度长度的分布规律,并基于80m高度的风速实测数据,对台风"灿鸿"和良态风作用下的平均风速、湍流强度、阵风因子等参数与粗糙度长度之间的关系进行了分析。结果表明:不同风向角对应的计算扇区内建筑物高度、分布密度的差别导致了粗糙度长度值随风向角发生明显变化,但是变化幅度随着计算扇区的增大而减小;台风"灿鸿"作用下的平均风速最大值大于良态风,两者对应的粗糙度长度变化范围差别甚微,但是台风作用下的粗糙度长度中位数较小且分布相对集中;台风"灿鸿"作用下各向湍流强度均随着平均风速的增加呈明显的减小趋势,但不随粗糙度长度变化;良态风作用下,各向湍流强度不随平均风速变化,而随着粗糙度长度的增加而增加;台风"灿鸿"和良态风作用下,各向阵风因子均随湍流强度的增加而增大,但前者作用下的阵风因子略大于后者。 相似文献
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新疆百里风区风廓线观测分析 总被引：2，自引：1，他引：1
利用2009年3月25日至4月8日在新疆百里风区十三间房气象站观测取得的风廓线资料,分析了该地区低空风场的平均日变化、逐日变化以及强风天气条件下大气风场特征。研究表明:①十三间房地区观测期间纬向风主要盛行西风气流,经向风以北风为主,在大风天气条件下经向北风气流明显大于同时间纬向西风气流。②受七角井山口狭管效应的影响,该地区1500m高度以下水平风速总体大于其上风速。③日、夜平均廓线分析表明,夜间风速大于白天,但二者随高度的变化趋势基本相同,1500m以下,水平风速随高度的升高呈减小趋势,1500m以上,随高度升高呈增大趋势。④Airda3000Q型边界层风廓线雷达可获得时间和空间分辨率较高的风场资料,通过分析其探测到的水平风廓线资料,可清晰地监测大风天气的发生和变化过程。 相似文献
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利用2007年4月17日-2008年4月16日兰州大学半干旱气候与环境观测站边界层气象塔的风速、 风向、 温度、 气压、 湿度等观测资料, 采用经典的廓线法和风速、 风向标准差法, 分别计算了中性大气层结下观测站下垫面粗糙度长度, 并得到了具有黄土高原地理特征的地表粗糙度及其时空变化特征。计算结果表明, 季节变化对粗糙度的影响幅度可达0.159 m, 空间非均一性对粗糙度的影响幅度可达0.155 m。测站附近粗糙度春季为0.017 m, 夏季为0.062 m, 秋季为0.065 m, 冬季为0.018 m。测站西北方向上游粗糙度春季为0.17 m, 夏季为0.22 m, 秋季为0.34 m, 冬季为0.05 m。测站东南方向上游粗糙度春季为0.11 m, 夏季为0.17 m, 秋季为0.19 m, 冬季为0.05 m。该站下垫面粗糙度计算宜选用风速为6±1.5 m·s-1, 风向变化30°范围内的数据。 相似文献
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利用中尺度天气预报模式WRF耦合小尺度诊断风场模型CALMET进行降尺度风场模拟,模拟了2016年12月—2017年2月覆盖关中盆地中部典型天气条件下的1km×1km空间分辨率风场,用气象站观测值与模拟值进行对比分析,对模拟时段和典型天气过程期间关中盆地中部近地面风场特征进行了分析,结果表明:(1)模拟风速、风向与实测风速、风向均基本一致,模拟风场可代表关中盆地中部的真实风场。(2)关中地区风速主要分布在1.6~3.3m/s和0.3~1.5m/s风速区间,风速较小;关中地区除南部由于受秦岭地形的影响以南风和西风为主,其余地区均以东北风为主。(3)当风速较小、天气形势较为稳定时,容易在关中地区中南部出现气流的辐合,不利于污染物的扩散;当风速较大、风场气流较为平整时,扩散条件较好,有利于污染物的扩散。 相似文献
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利用CLC-11-D型边界层风廓线雷达的5波束观测数据,对比分析了晴空、稳定性降水和对流性降水等不同类型气象条件下边界层风廓线雷达测风的准确性,并对2016年3月1日—2017年2月28日共计7300时次的晴空观测资料进行了测风质量评估,得出结论如下:在晴空条件下大气均匀稳定,水平风速和风向测量精度要优于稳定性降水和对流性降水天气,降水出现前后环境大气扰动较大是导致稳定性降水和对流性降水天气下测风精度较差的原因;150 m以下近地层高度的测风质量较差,与地杂波干扰较强有关;夏季有效探测高度最高可达6300 m左右,春秋季有效探测高度比较接近,分别为2000 m和2500 m左右,冬季有效探测高度最低,仅为1100 m左右;4个季节测风质量评估达标高度分别为900、4000、2200 m和1100 m,大气环境的湿度条件和水平风速、风向标准差的波动是影响测风质量评估的重要因素。 相似文献
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利用平矩阵风廓线雷达于2007年7月17日至9月28日对上海世博园规划区上空的风垂直分布进行了观测.通过分析该地上空三维风场的日变化,发现夜间以偏西气流为主,白天风速较小,以偏东气流为主,表明该地区以海陆风为主导的环流特征是这一地区的局地环流日变化的基本特征.逐日变化分析表明,在8月2日以前主要以偏西北气流为主,之后基本是以东南气流为主,并且垂直运动特征以上升气流为主,强烈的垂直运动与偏西气流相关密切,同时偏北气流往往带来较强的上升运动.日夜平均廓线分析表明,夜间风速较大,并且夜间风速的垂直变化与白天相比也有很大不同,白天270 m以下风速随高度基本不变,而夜间从近地面向上风速随高度逐渐增大,低层<90 m的范围内白天风速大于夜间风速.城市冠层以上风向的日夜变化不明显,多为偏北气流控制.城郊风廓线的对比表明受城市下垫面粗糙度的影响,城市风速明显比郊区减小.城市和郊区的水平风速变化在城市冠层以上比较接近,相关系数达到了87%. 相似文献
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Fetch Limited Drag Coefficients 总被引：5，自引：1，他引：5
Measurements made at a tower located 2 km off the coast of Denmark inshallow water during the Risø Air Sea Experiment (RASEX) are analyzedto investigate the behaviour of the drag coefficient in the coastal zone.For a given wind speed, the drag coefficient is larger during conditions ofshort fetch (2-5 km) off-shore flow with younger growing waves than it isfor longer fetch (15-25 km) on-shore flow. For the strongest on-shorewinds, wave breaking enhances the drag coefficient. Variation of the neutral drag coefficient in RASEX is dominated byvariation of wave age, frequency bandwidth of the wave spectra and windspeed. The frequency bandwidth is proportional to the broadness of the waveheight spectra and is largest during conditions of light wind speeds. Usingthe RASEX data, simple models of the drag coefficient and roughness length are developed in terms of wind speed, wave age and bandwidth. An off-shoreflow model of the drag coefficient in terms of nondimensional fetch isdeveloped for situations when the wave state is not known. 相似文献
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Characteristics of the Drag Coefficient in the Roughness Sublayer over a Complex Urban Surface 总被引：2，自引：1，他引：1
The statistics of momentum exchange in the urban roughness sublayer are investigated. The analysis focuses on the characteristics of the dimensionless friction velocity, \({u_{*}}/U\) , which is defined as the square root of the drag coefficient. The turbulence observations were made at a height of 47 m above the ground on the 325-m meteorological tower, which is located in a very inhomogeneous urban area in Beijing. Under neutral conditions, the dependence of the drag coefficient on wind speed varies with wind direction. When the airflow is from the area of densely built-up buildings, the drag coefficient does not vary with wind speed, while when the airflow is from the area covered by vegetation, the drag coefficient appears to decrease with increasing wind speed. Also, the drag coefficient does not vary monotonically with the atmospheric stability. Both increasing stability and increasing instability lead to the decrease of the drag coefficient, implying that the roughness length and zero-plane displacement may vary in urban areas. 相似文献
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We describe the results of an experiment focusing on wind speed and momentum fluxes in the atmospheric boundary layer up to
200 m. The measurements were conducted in 1996 at the Cabauw site in the Netherlands. Momentum fluxes are measured using the
K-Gill Propeller Vane. Estimates of the roughness length are derived using various techniques from the wind speed and flux
measurements, and the observed differences are explained by considering the source area of the meteorological parameters.
A clear rough-to-smooth transition is found in the wind speed profiles at Cabauw. The internal boundary layer reaches the
lowest k-vane (20 m) only in the south-west direction where the obstacle-free fetch is about 2 km. The internal boundary layer
is also reflected in the roughness lengths derived from the wind speed profiles. The lower part of the profile (< 40 m) is
not in equilibrium and no reliable roughness analysis can be given. The upper part of the profile can be linked to a large-scale
roughness length. Roughness lengths derived from the horizontal wind speed variance and gustiness have large footprints and
therefore represent a large-scale average roughness. The drag coefficient is more locally determined but still represents
a large-scale roughness length when it is measured above the local internal boundary layer. The roughness length at inhomogeneous
sites can therefore be determined best from drag coefficient measurements just above the local internal boundary layers directly,
or indirectly from horizontal wind speed variance or gustiness. In addition, the momentum and heat fluxes along the tower
are analysed and these show significant variation with height related to stability and possibly surface heterogeneity. It
appears that the dimensionless wind speed gradients scale well with local fluxes for the variety of conditions considered,
including the unstable cases. 相似文献
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Aerodynamic roughness of the sea surface at high winds 总被引：2，自引：0，他引：2
The role of the surface roughness in the formation of the aerodynamic friction of the water surface at high wind speeds is
investigated. The study is based on a wind-over-waves coupling theory. In this theory waves provide the surface friction velocity
through the form drag, while the energy input from the wind to waves depends on the friction velocity and the wind speed.
The wind-over-waves coupling model is extended to high wind speeds taking into account the effect of sheltering of the short
wind waves by the air-flow separation from breaking crests of longer waves. It is suggested that the momentum and energy flux
from the wind to short waves locally vanishes if they are trapped into the separation bubble of breaking longer waves. At
short fetches, typical for laboratory conditions, and strong winds the steep dominant wind waves break frequently and provide
the major part of the total form drag through the air-flow separation from breaking crests, and the effect of short waves
on the sea drag is suppressed. In this case the dependence of the drag coefficient on the wind speed is much weaker than would
be expected from the standard parameterization of the roughness parameter through the Charnock relation. At long fetches,
typical for the field, waves in the spectral peak break rarely and their contribution to the air-flow separation is weak.
In this case the surface form drag is determined predominantly by the air-flow separation from breaking of the equilibrium
range waves. As found at high wind speeds up to 60 m s−1 the modelled aerodynamic roughness is consistent with the Charnock relation, i.e. there is no saturation of the sea drag.
Unlike the aerodynamic roughness, the geometrical surface roughness (height of short waves) could be saturated or even suppressed
when the wind speed exceeds 30 m s−1. 相似文献
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Aerodynamic drag coefficient and roughness length for three seasons over a tropical western Indian station 总被引：1，自引：0，他引：1
M.N. Patil 《Atmospheric Research》2006,80(4):280-293
Land Surface Processes Experiment (LASPEX) was conducted over semi-arid region of western India in 1997. As a part of this program, wind and temperature observations were taken using slow as well as fast response sensors over a semi-arid station Anand (22°35′N, 72°55′E) situated in Gujarat state of India. Turbulent parameters such as drag coefficient and sensible heat flux were estimated using eddy correlation method and aerodynamic roughness length was estimated using wind profiles. The analysis has been carried out for the data representing summer, monsoon and winter seasons. It was found that the wind speed does not exceed 5 ms− 1 during the observational period considered in this study. Relationship of aerodynamic drag coefficient and roughness length with wind speed and stability has been investigated. Aerodynamic roughness length was greater in the stable conditions when the wind speed was low and it reduced drastically during convective conditions. The resulting values of aerodynamic roughness length and drag coefficient for the monsoon period agree well with values reported in literature over Indian subcontinent for homogeneous grass covered surfaces. 相似文献
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Determination Of The Surface Drag Coefficient 总被引：1，自引：0，他引：1
L. Mahrt Dean Vickers Jielun Sun Niels Otto Jensen Hans Jørgensen Eric Pardyjak Harindra Fernando 《Boundary-Layer Meteorology》2001,99(2):249-276
This study examines the dependence of the surface drag coefficienton stability, wind speed, mesoscale modulation of the turbulent flux and method of calculation of the drag coefficient. Data sets over grassland, sparse grass, heather and two forest sites are analyzed. For significantly unstable conditions, the drag coefficient does not depend systematically on z/L but decreases with wind speed for fixed intervals of z/L, where L is the Obukhov length. Even though the drag coefficient for weak wind conditions is sensitive to the exact method of calculation and choice of averaging time, the decrease of the drag coefficient with wind speed occurs for all of the calculation methods. A classification of flux calculation methods is constructed, which unifies the most common previous approaches.The roughness length corresponding to the usual Monin–Obukhovstability functions decreases with increasing wind speed. This dependence on wind speed cannot be eliminated by adjusting the stability functions. If physical, the decrease of the roughness length with increasing wind speed might be due to the decreasing role of viscous effectsand streamlining of the vegetation, although these effects cannot be isolated from existing atmospheric data.For weak winds, both the mean flow and the stress vector often meander significantly in response to mesoscale motions. The relationship between meandering of the stress and wind vectors is examined. For weak winds, the drag coefficient can be sensitive to the method of calculation, partly due to meandering of the stress vector. 相似文献
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Determination of the Drag Coefficient over the Tibetan Plateau 总被引：7，自引：0，他引：7
Li Guoping Duan Tingyang Wan Jun Gong Yuanf Shigenori Haginoy Chen Longxun Li Weiliang 《大气科学进展》1996,13(4):511-518
In this paper,a preliminary study is given on the drag (i.e.bulk transfer for momentum) coefficient,on the basis of data from four sets of AWS in Tibet during the first observational year from July 1993 to July 1994 according to China Japan Asian Monsoon Cooperative Research Program.The results show that the drag coefficient over the Tibetan Plateau is 3.3 to 4.4×103.In addition,monthly and diurnal variations of drag coefficient and the relationship among the drag coefficients and the bulk Richardson number,surface roughness length and wind speed at 10 m height are discussed in detail. 相似文献
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利用广东省徐闻县西连镇90 m测风塔在1409号超强台风威马逊登陆期间获取的具备完整的台风代表性的观测数据以及处于台风外围的广东省茂名市博贺镇100 m测风塔的观测数据,对台风威马逊的近地层强风特性进行了分析,西连测风塔结果表明:风速时程曲线呈明显的"M"型分布特征,台风中心经过测风塔前后,风向沿逆时针方向大幅偏转约170°。风速随高度增加而增大,风速廓线较好地符合对数和幂指数律;台风过境前后,各强风区的风速廓线幂指数和粗糙长度呈先减小后增大的特点;粗糙陆地下垫面的风速廓线幂指数和粗糙长度较大。湍流强度和阵风系数在前外围强风区或后外围强风区较大,在前眼壁强风区或后眼壁强风区较小,湍流强度和阵风系数随高度增加而减小,基本符合指数为负值的幂指数律;粗糙下垫面对湍流强度和阵风系数有增大的作用。外围强风区和眼壁强风区的10 min风向变率变化较为平稳,而在眼区变动较为剧烈,在眼区,当风速达到最低值或次低值时,10 min风向变率幅值达到最大值。博贺测风塔结果表明其总体上与西连测风塔台风前外围和前眼壁强风区的情形相似。 相似文献
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农田植被层上方湍流通量输送特征分析 总被引：6，自引：0，他引：6
根据宵田植被层上方的温湿风梯度观测资料,采用基于莫宁－奥布霍夫相似理论的廓线梯度法计算了农田植被层上方的湍流通量,进而确定出拖曳系数、斯坦顿数和道尔顿数。文中检验了用于农田植被层上方湍流通量计算的普适函数的适用性,讨论了湍流通量以及拖曳系数等随稳定度参数、粗糙度高、平均风速等因子的变化规律。结果表明,农田植被层上方的湍流通量随层结构稳定度变化而变化;拖曳系数、斯坦顿数和道尔顿数也不是常数,而是层结 相似文献
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Wave-dependence of friction velocity,roughness length,and drag coefficient over coastal and open water surfaces by using three databases 总被引：3，自引：0，他引：3
The parameterization of friction velocity, roughness length, and the drag coefficient over coastal
zones and open water surfaces enables us to better understand the physical processes of air-water interaction.
In context of measurements from the Humidity Exchange over the Sea Main Experiment (HEXMAX), we recently proposed
wave-parameter dependent approaches to sea surface friction velocity and the aerodynamic roughness by using the
dimensional analysis method. To extend the application of these approaches to a range of natural surface conditions,
the present study is to assess this approach by using both coastal shallow (RASEX) and open water surface measurements
(Lake Ontario and Grand Banks ERS-1 SAR) where wind speeds were greater than 6.44 m s-1. Friction velocities,
the surface aerodynamic roughness, and the neutral drag coefficient estimated by these approaches under moderate wind
conditions were compared with the measurements mentioned above. Results showed that the coefficients in these approaches
for coastal shallow water surface differ from those for open water surfaces, and that the aerodynamic roughness length
in terms of wave age or significant wave height should be treated differently for coastal shallow and open water surfaces. 相似文献