Inland and Offshore Propagation Speeds of a Sea Breeze from Simulations and Measurements

The inland and offshore propagation speeds of a sea breeze circulation cell are simulated using a three-dimensional hydrostatic model within a terrain-following coordinate system. The model includes a third-order semi-Lagrangian advection scheme, which compares well in a one-dimensional stand-alone test with the more complex Bott and Smolarkiewicz advection schemes. Two turbulence schemes are available: a local scheme by Louis (1979) and a modified non-local scheme based on Zhang and Anthes (1982). Both compare well with higher-order closure schemes using the Wangara data set for Day 33–34 (Clark et al., 1971).Two-dimensional cross-sections derived from airborne sea breeze measurements (Finkele et al. 1995) constitute the basis for comparison with two-dimensional numerical model results. The offshore sea breeze propagation speed is defined as the speed at which the seaward extent of the sea breeze grows offshore. On a study day, the offshore sea breeze propagation speed, from both measurements and model, is -3.4 m s^-1. The measured inland propagation speed of the sea breeze decreased somewhat during the day. The model results show a fairly uniform inland propagation speed of 1.6 m s^-1 which corresponds to the average measured value. The offshore sea breeze propagation speed is about twice the inland propagation speed for this particular case study, from both the model and measurements.The influence of the offshore geostrophic wind on the sea breeze evolution, offshore extent and inland penetration are investigated. For moderate offshore geostrophic winds (-5.0 m s^-1), the offshore and inland propagation speeds are non-uniform. The offshore extent in moderate geostrophic wind conditions is similar to the offshore extent in light wind conditions (-2.5 m s^-1). The inland extent is greater in light offshore geostrophic winds than in moderate ones. This suggests that the offshore extent of the sea breeze is less sensitive to the offshore geostrophic wind than its inland extent. However, these results hold only if it is possible to define an inland propagation speed. For stronger offshore geostrophic winds (-7.5 m s^-1), the sea breeze is completely offshore and the inland propagation speed is ill-defined.     

NUMERICAL EXPERIMENTS ON THE TIBL PROFILES AND THE LOCAL SEA BREEZE CIRCULATION IN COASTAL AREAS

A two-dimensional nonlinear PBL numerical model using an energy closure (E-ε)method has been employed to study the sea breeze circulation and TIBL in coastal areas. The main characteristics of sea breeze obtained from numerical experiments agree with those from general observation facts. The depth of sea breeze ranges from 300 to 900 meters, maximum velocity from 1.5 m/s to 4 m/s, and its height from 100 m to 300 m. The agreement between comparisons reveals that the performance of the model is good, and the selected experiment conditions are reasonable. This paper refits the function of TIBL profiles using the Weisman's formula and the exponent value is considered to change with the different states of sea breeze. Numerical experiment results indicate that the exponent of the TIBL profile, ranging from 0.4 to 1.1, is related to the strength and depth of the sea breeze. The exponent of 0.5 is suitable only when sea breeze is fully developed. This paper also gives various exponents under different sea breezes.     

Metropolitan-scale Transport and Dispersion from the New York World Trade Center Following September 11, 2001. Part I: An Evaluation of the CALMET Meteorological Model

Following the collapse of the New York City World Trade Center towers on September 11, 2001, Local, State and Federal agencies initiated numerous air monitoring activities to better understand the impact of emissions from the disaster. A study of the estimated pathway that a potential plume of emissions would likely track was completed to support the U.S. EPA’s initial exposure assessments. The plume from the World Trade Center was estimated using the CALMET-CALPUFF dispersion modeling system. The following is the first of two reports that compares several meteorological models, including the CALMET diagnostic model, the Advanced Regional Prediction System (ARPS) and 5^th Generation Mesoscale Model (MM5) in the complex marine-influenced urban setting of NYC. Results indicate wind speed, in most cases, is greater in CALMET than the two mesoscale models because the CALMET micrometeorological processor does not properly adjust the wind field for surface roughness variations that exits in a major built-up urban area. Small-scale circulations, which were resolved by the mesoscale models, were not well simulated by CALMET. Independent wind observations in Lower Manhattan suggest that the wind direction estimates of CALMET possess a high degree of error because of the urban influence. Wind speed is on average 1.5 ms⁻¹ stronger in CALMET than what observations indicate. The wind direction downwind of the city is rotated 25–34 clockwise in CALMET, relative to what observations indicate.     

Temperature And Wind Velocity Oscillations Along a Gentle Slope During Sea-Breeze Events

The flow structure on a gentle slope at Vallon dOl in the northern suburbs of Marseille in southern France has been documented by means of surface wind and temperature measurements collected from 7 June to 14 July 2001 during the ESCOMPTE experiment. The analysis of the time series reveals temperature and wind speed oscillations during several nights (about 60--90 min oscillation period) and several days (about 120–180 min oscillation period) during the whole observing period. Oscillating katabatic winds have been reported in the literature from theoretical, experimental and numerical studies. In the present study, the dynamics of the observed oscillating katabatic winds are in good agreement with the theory.In contrast to katabatic winds, no daytime observations of oscillating anabatic upslope flows have ever been published to our knowledge, probably because of temperature inversion break-up that inhibits upslope winds. The present paper shows that cold air advection by a sea breeze generates a mesoscale horizontal temperature gradient, and hence baroclinicity in the atmosphere, which then allows low-frequency oscillations, similar to a katabatic flow. An expression for the oscillation period is derived that accounts for the contribution of the sea-breeze induced mesoscale horizontal temperature gradient. The theoretical prediction of the oscillation period is compared to the measurements, and good agreement is found. The statistical analysis of the wind flow at Vallon dOl shows a dominant north-easterly to easterly flow pattern for nighttime oscillations and a dominant south-westerly flow pattern for daytime oscillations. These results are consistent with published numerical simulation results that show that the air drains off the mountain along the maximum slope direction, which in the studied case is oriented south-west to north-east.     

一次海风锋天气过程分析与数值模拟

利用NCEP再分析资料、自动气象站观测数据、多普勒天气雷达反射率因子和WRF模式,对2015年5月24日午后,海南岛东北部出现的一次较强的海风锋降水天气进行过程分析和数值模拟。结果表明:强降水发生期间,海南岛处于副热带高压边缘,中低层水汽来源充沛,降水前后K指数变化明显;两支分别来自海口海岸线向东南移动与来自文昌海岸线向西北移动的海风锋的发展、增强与移动,是导致本次降水的主要原因。另外,中部山区小尺度的地形辐合有利于过程期间海风锋的加强与发展;WRF模式的模拟结果说明,海风锋发展最旺盛的时候,锋面高度达约1000 m,宽度约0.15个经度;海风锋垂直环流圈的建立伴随着地面降水的加强;地面降水减弱时,海风锋环流圈逐渐消失。     

青岛流亭机场海风特征分析及对飞行的影响

通过分析2008—2016年青岛流亭机场(简称青岛机场)各季节地面风向日变化规律,发现有两支海风环流影响青岛机场：一支是西支海风,风向210°～230°,一般上午影响机场,午后发展至最强,下午消失;另一支为南支海风,风向150°～170°,午后影响机场,下午取代西支海风,傍晚发展至最强,夜间逐渐减弱消失。两支海风夏季最为明显,南支海风强度季节性差异强于西支海风。海风对机场飞行的影响主要体现在两支海风引起的三种海风锋型低空风切变,分别为西支海风锋引起的侧风切变、两支海风环流相互作用引起的侧风切变以及南支海风引起的顺风切变,其季节及日变化规律为：夏季出现概率最大,春、秋季次之,冬季几乎不会发生;一天中最可能发生时段分别为08：00—11：00、12：00—15：00和15：00—17：00,具体时段在各季节略有差异。     

阵风锋、海风锋和冷锋等触发局地强对流风暴实例分析

利用CINRAD/SA雷达探测资料,结合地面实况和探空资料,对7次典型中尺度辐合线触发强对流风暴的特征进行了分析。结果表明：阵风锋、海风锋和冷锋等边界层辐合线在一定条件下雷达低层反射率因子产品上表现为清晰的窄带回波,某些辐合线在反射率因子产品上不能得到任何有用信息,但在低层径向速度上可识别出线性径向速度辐合;识别出窄带回波或清晰的径向辐合线约1 h后,是雷暴首次触发的主要时间段;对于干型强对流风暴产生的阵风锋,其右侧往往是雷暴触发的主要区域,导致风暴右向传播;湿型强对流风暴产生的阵风锋,激发雷暴的方向与雷暴平均移动方向基本相反,导致风暴呈后向传播特征;海风锋向内陆推进速度快的区域是雷暴触发的主要区域,后继雷暴具有两侧传播特征;单纯的线性低层径向速度辐合在合适的环境条件下触发强对流,主要特征是对流风暴移动缓慢,可造成局地灾害性强降雨天气。     

临太湖局地平原区人居环境的自然适宜性评价——以吴江区为例

本文以苏州市吴江区为例,利用1971—2016年吴江区常规气象观测资料、2004—2016年吴江区自动气象观测数据、2016年吴江区各镇人口和面积数据、2016年ASTER GDEM 高程数据和Landsat 8 OLI_TIRS卫星遥感数据,将湖陆风指数引入人居自然环境适宜性评价体系,建立缓冲区后,分别计算气候适宜性指数、地被指数、水文指数、湖陆风指数和人居环境自然适宜性综合指数,在此基础上,分区分级评价了吴江区人居环境的自然适宜性。研究结果表明:(1)吴江区人居环境自然适宜度从西部往东部逐渐递减。(2)一般适宜区主要位于吴江区的东北部和东南局地,中度适宜区分布在中北部和南部,较高适宜区位于中部以西太湖沿岸,高度适宜区位于紧临太湖的西南地区,极高适宜区位于西南角局部地区。(3)引入湖陆风指数后,评价结果能更好地反映临湖平原的湖陆风环流对局地气候所起的关键作用。(4)建立缓冲区后的水文指数分布能够更客观地反映吴江区不同尺度水体分布对人居环境自然选择的影响。     

城市下垫面对渤海湾海风锋特征影响的一次数值试验

海风锋与沿海强对流天气密切相关,而城市化发展对沿海地区下垫面的改变会对海风锋特征产生影响。鉴于此,本文利用耦合了新一代城市物理方案UCP-BEM(Urban Canopy Parameterization-Building Energy Model)的WRF(Weather Research and Forecasting)模式开展数值试验分析了城市下垫面对渤海湾海风锋特征的影响。结果显示:城市下垫面高粗糙度对低层海风风速的明显削弱造成海风锋往内陆推进距离稍减,低层辐合和上升运动减弱;城市下垫面较大的向上感热通量和较小的向上水汽通量以及高粗糙度对海风的削弱的共同作用造成冷湿海风对低层大气的降温和增湿幅度减弱;高粗糙度的城市下垫面对海风环流的摩擦力效应使得海风得到抬升,这导致了冷湿海风对低层大气的降温和增湿的垂直范围得到提升;受这些结果影响,海风锋背后低层有效位能减小,但垂直分布范围扩大,从而造成对流抑制高值区抬升,同时海风锋背后的静力不稳定区变厚,其上面的动力不稳定区则变薄,但不稳定区总厚度基本不变。     

Characteristics of sea breeze front development with various synoptic conditions and its impact on lower troposphere ozone formation

To examine the correlation between the sizes of sea breeze fronts and pollutants under the influence of synoptic fields, a numerical simulation was conducted in the southeast coastal area of the Korean Peninsula, where relatively high concentrations of pollutants occur because of the presence of various kinds of industrial developments. Sea breeze and sea breeze front days during the period 2005-09 were identified using wind profiler data and, according to the results, the number of days were 72 and 53, respectively. When synoptic forcing was weak, sea breeze fronts moved fast both in horizontal fields and in terms of wind velocity, while in the case of strong synoptic forcing, sea breeze fronts remained at the coast or moved slowly due to strong opposing flows. In this case, the sea breeze front development function and horizontal potential temperature difference were larger than with weak synoptic forcing. The ozone concentration that moves together with sea breeze fronts was also formed along the frontal surfaces. Ozone advection and diffusion in the case of strong synoptic forcing was suppressed at the frontal surface and the concentration gradient was large. The vertical distribution of ozone was very low due to the Thermal Internal Boundary Layer (TIBL) being low.