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991.
湛江东海岛一次春季海雾的宏微观结构及边界层演变特征 总被引:5,自引:0,他引:5
2011年2—3月利用雾滴谱仪、能见度仪、风廓线雷达及100 m边界层气象要素梯度观测塔在湛江东海岛开展海雾综合观测试验。选取2011年2月23—24日一次约15 h的浓雾过程,从宏微观角度着重分析了其间近地层风、温、湿结构和热、动力演变,微物理过程和爆发性增长特征,及湍流通量输送。结果表明:来自南海暖海面的偏东南暖湿气流平流至广东省沿岸冷海面,发生冷却并达到饱和形成海雾。偏东南暖湿气流为浓雾的酝酿、生成及成熟提供了充沛水汽和稳定的逆温层结条件,逆温强度与暖湿气流强度关系密切。海雾多发生在270 m以下,当630—870 m 高度层存在明显的下沉运动时,150—390 m高度层则可保持近似等温和弱逆温层,阻止了下层(270 m以下)水汽与其上层(390 m以上)干冷空气交换,导致下层大气持续高湿稳定状态。整个过程中,雾滴数浓度(N)、含水量(W)、平均直径(Dave)、谱宽(Dmax)和有效半径(Reff)的平均值分别为248 cm-3、0.102 g/cm3、5.2 μm、36.0 μm和7.0 μm。雾滴数浓度(N)与平均直径(Dave)在雾发展初期(生成、发展)和末期(消散)多成正相关趋势,而在成熟阶段两者多成反相关趋势。雾前4小时稳定层结及偏东南暖湿气流持续增湿可认为是雾层爆发性增长的酝酿阶段,雾滴谱拓宽是经过活跃—稳定—爆发的3阶段完成,湍流混合对其影响不大;浓雾快速消散是雾滴蒸发、重力碰并沉降、湍流碰并沉降等共同作用造成的,其中直径大于21 μm液滴的大量耗散是消散的重要阶段。雾前,湍流由强转弱。雾发生后,湍流持续较弱。由于东南急流引发的风切变导致湍流增强,感热通量出现向上强输送,这与冷海雾维持阶段高层热量交换过程类似。雾消散时,湍流逐渐转强。平均动能在雾前和雾中的两次跃增与偏东南暖湿气流显著增强有关,而雾成熟期湍流动能大幅跃增主要是由雾顶辐射冷却产生的热力湍流和风切变引发的机械湍流增强所致。 相似文献
992.
对流温度含义阐释及部分示意图隐含悖论成因分析与预报应用 总被引:2,自引:0,他引:2
分析和预报局地对流时常用到对流温度,对流凝结高度常被用于估计局地对流云的云底高度。对流温度和对流凝结高度用于局地对流分析时存在一定的前提,且其蕴含的物理意义非常丰富。论文剖析了几本较为经典的气象专业书籍中对流温度概念图示,指出其中隐含的悖论,包括与大气稳定度基本常识相悖、违反大气能量学理论、以及与物理量本身含义明显抵触。进一步阐释构图不够严谨、对对流温度含义理解不完全到位是出现这种悖论的根本原因。并构造了物理意义清晰、气象基本理论更为合理的对流温度示意图。利用观测资料,分析了北京夏季对流云的发生频数和生成时间,尝试用对流温度预报局地对流云的生成,用对流凝结高度预报局地对流云云底高度。结果表明,对流温度在局地对流云的预报中具有一定的指示意义,对流凝结高度能在一定程度上反映出局地对流云的云底高度。如果将最高温度不低于对流温度1℃作为判定能否产生对流云的一个标准,临界成功指数达到45%。 相似文献
993.
实施人工岬角和海滩养护的软硬措施相结合的方法是探索解决海滩侵蚀问题的新举措之一。基于验证良好的水动力模型建立了泥沙输运和海床演变模型,对秦皇岛市新开河口至南山岸线海滩经整治修复工程实施后的泥沙输运和海床演变规律进行模拟分析。结果表明:大潮与常浪耦合作用下,研究区域周围海域流速整体上落急时刻大于涨急时刻,沙坝掩护水域的流速较弱,波浪在沙坝处增强并在沙坝后破碎并减弱;在沙坝处出现高悬沙浓度区域,悬沙浓度分布主要由底床切应力控制,部分受水动力影响。大潮与强浪耦合作用下,在沙坝处出现远大于常浪时的增强水流(波生流),方向与强浪向一致,波浪在沙坝处已破碎且沙坝对强浪的削减效率大于常浪;与常浪作用下不同,悬沙浓度场在强浪作用下沙坝处没有出现明显的高浓度区域。波流耦合作用下,人工岬角单独存在时护岸效果有限,工程实施后在人工岬角和人工沙坝的配合下,沙坝处侵蚀而沙坝后侧掩护区域淤积,沙坝起到了有效养护海滩的作用。 相似文献
994.
“双循环”发展背景下,城市创新能力成为影响经济高质量发展的关键因素。选取2010年、2014年和2018年作为时间节点,运用改进TOPSIS和耦合协调模型对安徽省城市创新能力及其子系统间耦合协调的时空演化规律进行实证评价与分析。研究表明(:1)安徽省内城市综合创新能力差异逐渐扩大,呈现“东高西低”的空间分布特征。(2)安徽省城市创新投入能力整体逐渐上升,呈现“南高北低”的空间分布特征;创新产出能力差距逐渐缩小,空间分布差异不显著;城市环境支持能力差距逐渐拉大,呈现“北高南低”的空间分布特征。(3)安徽省城市“创新投入-创新产出-环境支持”能力的耦合协调度整体水平较低,在空间上表现出显著的“中心-外围”分布特征,以中度失调和轻度失调两种类型为主。(4)安徽省城市创新能力耦合协调性无法进一步提升的原因主要受2个或3个复合限制因素的影响,其中城市创新投入、创新产出和环境支持能力同时滞后的城市数量最多。 相似文献
995.
996.
Shiang‐Jung Wang Jenn‐Shin Hwang Kuo‐Chun Chang Meng‐Hui Lin Bo‐Han Lee 《地震工程与结构动力学》2013,42(2):201-219
In a midstory isolated building, the isolation system is incorporated into the midstory rather than the base of the building. Because of the flexibility of the substructure below the isolation system in a midstory isolated building, the contribution of higher modes to the seismic responses of the midstory isolated structure may not be negligible, especially when the coupling of higher modes exists. To investigate this modal coupling effect, a simplified three‐lumped‐mass structural model of the midstory isolated building is assumed in this study. Through the equivalent linear analysis and shaking table tests, it is found that the coupling of higher modes may lead to enlarged acceleration responses at the super‐floor and superstructure above the isolation layer. Accordingly, a simple method to prevent the midstory isolation design from the coupling of higher modes attributed to the improper design of the substructure and superstructure is proposed in this paper. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
997.
ABSTRACTIn this paper we develop a coupled analytical model for salinity and tidal propagation in estuaries where the cross-sectional area varies exponentially. A simple analytical model for tidal dynamics has been used to estimate the tidal excursion, which has an important influence on the salt intrusion process since it determines the extreme salinities (i.e. salinity distribution for high water slack and low water slack). The objective of the coupling is to reduce the number of calibration parameters, which subsequently strengthens the reliability of the salt intrusion model. Moreover, the coupling enables us to assess the potential impacts of external changes, both human-induced interventions (e.g. dredging) and natural changes (e.g. global sea level rise), on the salt intrusion process. In addition, the fully analytical solution for hydrodynamics allows immediate estimation of the tidally averaged depth and friction coefficient for given water level recordings and salinity measurements. This is particularly useful when a geometric survey is not available. The coupled model has been applied to six previously unsurveyed estuaries in Malaysia and the results show that the correspondence between analytical estimations and observations is very good. Thus, the coupled model proves to be a useful tool to obtain estimates of salt intrusion in estuaries based on a minimum amount of information required and for assessing the effect of human-induced or natural changes.
EDITOR D. Koutsoyiannis ASSOCIATE EDITOR B. Dewals 相似文献
998.
L. W. Morland 《地球物理与天体物理流体动力学》2013,107(1-4):237-266
Abstract The flow of large natural ice masses under gravity is described by the mass, momentum, and energy balances of an incompressible, homogeneous, heat conducting, non-linearly viscous fluid in which the shear response includes a strongly temperature-dependent rate factor. Dimensionless analysis and co-ordinate stretching reflecting the long aspect ratio show that series expansions in a small parameter which determines the surface slope magnitude are uniformly valid even when temperature variation induces a strongly non-uniform mechanical response. The normalised energy balance shows that both horizontal and vertical advection are significant in thin and thick grounded sheets and in floating shelves, and that viscous dissipation can be significant in basal regions of a grounded sheet, and hence there is strong thermomechanical coupling. Moreover, though a thermal basal boundary layer may arise in a thick sheet, it would only give rise to significantly enhanced temperature and strain-rate gradients in extreme circumstances. The leading order relations for steady plane flow of a grounded sheet are reduced to a parabolic system for the temperature and two velocity components, which incorporates the unknown surface slope in coefficients and boundary conditions. This provides a useful starting point for numerical solution of the thermomechanically coupled problem. A fixed domain mapping is presented as an attractive alternative formulation when the bed topography is close to planar. 相似文献
999.
Adsorption studies of aqueous Pb(II) onto a sugarcane bagasse/multi-walled carbon nanotube composite
Adsorption of Pb2+ from aqueous solution onto a sugarcane bagasse/multi-walled carbon nanotube (MWCNT) composite was investigated by using a series of batch adsorption experiments and compared with the metal uptake ability of sugarcane bagasse. The efficiency of the adsorption processes was studied experimentally at various pH values, contact times, adsorbent masses, temperatures and initial Pb2+ concentrations. A pH of 4.5 was found to be the optimum pH to obtain a maximum adsorption percentage in 120 min of equilibration time. The composite showed a much enhanced adsorption capacity for Pb2+ of 56.6 mg g−1 compared with 23.8 mg g−1 for bagasse at 28 °C. The Langmuir adsorption isotherm provided the best fit to the equilibrium adsorption data. The pseudo first-order, pseudo second-order, intraparticle diffusion and Elovich kinetics models were used to analyse the rate of lead adsorption and the results show that the Elovich model is more suitable. The thermodynamic parameters of adsorption, namely ΔG°, ΔH° and ΔS°, were determined over the temperature range of 20–45 °C. The adsorption of Pb2+ onto both bagasse and the sugarcane bagasse/MWCNT composite was found to be spontaneous but for the former adsorbent it was enthalpy-driven whereas for the latter it was entropy-driven. Desorption of the lead-loaded adsorbents was fairly efficient with 0.1 mol dm−3 HCl. Overall this composite has the potential to be a good adsorbent for the removal of Pb2+ from wastewaters. 相似文献
1000.
A near-distance, nonlinear coupling relationship objectively exists between urbanization and the eco-environment. The issue of how to coordinate the relationship between them has become a global strategic and scientific issue. This study reveals the nature, relationship and intensity of coupling between urbanization and the eco-environment from a theoretical perspective. Based on the strength of coupling, relationships can be characterized as having very-low, low, medium, high, very-high or full coupling intensity, which correspond to the categories of random coupling, indirect coupling, loose coupling, cooperative coupling, close coupling, and controlled coupling. Together, these make up an urbanization and eco-environment "coupling tower." This study also develops an urbanization and eco-environment coupling circle theory and generates 45 coupling graphs(including linear, exponential-curve, logarithmic-curve, double exponential-curve and S-curve graphs) per 10° of rotation of the coupling circle, with different graphs corresponding to different urban development stages and development models. Of the various coupling graphs, the S-curve graph is considered the optimum, as it reflects the best interactivity scenario between urbanization and the eco-environment. Using an S-curve coupling graph, and with the help of an SD model and based on the complex one-to-one, one-to-many, and many-to-many relationships between the variables, this study develops the Urbanization and Eco-environment Coupler(UEC). The UEC is composed of 11 regulating elements and 201 variables. If one variable changes, it changes the whole, affecting the structure, function and regulation of the entire coupler. The UEC includes three spatio-temporal scales: static regulation between multiple urbanization areas and eco-environment areas at the same time, dynamic regulation between the same urbanization area and eco-environment area at different times, and dynamic regulation between multiple urbanization areas and eco-environment areas at different times. Regulation gradually promotes evolution from low-level coupling to high-level coupling between urbanization and the eco-environment. 相似文献