Large-eddy simulation of plant canopy flows using plant-scale representation

Turbulent flow in a corn canopy is simulated using large-eddy simulation (LES) with a Lagrangian dynamic Smagorinsky model. A new numerical representation of plant canopies is presented that resolves approximately the local structure of plants and takes into account their spatial arrangement. As a validation, computational results are compared with experimental data from recent field particle image velocimetry (PIV) measurements and two previous experimental campaigns. Numerical simulation using the traditional modelling method to represent the canopy (field-scale approach) is also conducted as a comparison to the plant-scale approach. The combination of temporal PIV data, LES and spatial PIV data allows us to couple a wide range of relevant turbulence scales. There is good agreement between experimental data and numerical predictions using the plant-scale approach in terms of various turbulence statistics. Within the canopy, the plant-scale approach also allows the capture of more details than the field-scale approach, including instantaneous gusts that penetrate deep inside the canopy.     

2004年初春武汉机场临近的两次强雷暴天气过程分析

使用常规地面和高空原始报文资料,采用最优插值法,对2004年4月29日出现在武汉天河机场临近的两次强雷暴天气过程进行了客观诊断分析。结果表明:两次强雷暴天气,前一次为典型的飑线天气过程,后一次为超级雷暴单体天气过程;高空槽、冷锋、中尺度低值系统是当天两次强雷暴天气的触发机制;低空深厚湿层(水汽丰富)、高低空存在急流强风带对当日飑线天气的形成和发展较为有利,强的不稳定层结、强的环境风垂直切变以及上层干、下层湿的湿度层结对当天超级雷暴单体的形成和发展十分有利。     

地震前兆场的演化和能量非线性聚集的关系

运用非均匀介质中“非线性振动的局域能量聚集”过程,模拟唐山７．８级和大同６．１级地震的前兆场演化,发现地震孕育过程中出现的诸多前兆特征与地壳内构造能量的非线性聚集有关。     

低周反复荷载作用下复合耗能支撑钢筋混凝土框架结构的抗震性能试验研究

本文介绍了三榀钢支撑钢筋混凝土框架结构（包括两榀复合耗能支撑框架、一榀普通支撑框架）在低周反复荷载作用下的试验结果。对复合耗能支撑框架结构在低周反复荷载作用下的工作性能（包括受力性能、破坏形态、滞回曲线、骨架曲线、延性和耗能能力等）进行了探讨,揭示了复合耗能支撑框架结构良好的抗震性能。     

装有铅橡胶复合阻尼器结构的减震研究

本文在普通铅芯橡胶垫的基础上,提出了一种新型阻尼器－铅橡胶复合阻尼器,并介绍了其构造与工作原理,建立了铅橡胶复合阻尼器结构的分析模型,并对铅橡胶复合阻尼器的减震效果进行了初步分析。结果表明,铅橡胶复合阻尼器具有很好的减震效果具有广阔的应用前景。     

直流电法在水文地质勘查中的应用研究

直流电法主要有电阻率法（联合剖面法和电测深法）和充电法,广泛应用于工程地质和水文地质勘察中,如地基勘察,水库涌水处理,矿山岩溶水测量等。直流电法能有效地圈定含水体的位置,确定其产状,特别是选择的方法组合应用效果更佳,为工程水文地质提供准确的资料。     

The numerical simulation on the PBL structure and its evolution over small-scale concave terrain

A high-resolution, nonhydrostatic, three-dimensional diagnostic PBL model over small-scale concave terrain was established in this paper. A two-dimensional prognostic model was developed based on the diagnostic model. The hydrostatic approximation was abandoned and the simple energy (E-ε) closure scheme was used in both mod-els. Using the two models, characteristics of PBL structure and its evolution were fully studied. The main characteris-tic of the PBL is the circulation, and it fairly affects the distribution of the pollutant in the pit.     

北半球大气遥相关型的统计诊断及数值试验

此项研究旨在通过对北半球大气遥相关型的统计诊断及数值试验,探讨旬平均尺度遥相关型的存在和时空规律及其成因,以及各遥相关型之间的相互关系。结果表明:5种遥相关型在旬时间尺度上表现得十分清楚,且具有冬强夏弱的特点;各种遥相关型特征指数时间序列具有随时间演变的一般规律;某些海区的海温异常能激发出一定的遥相关型,5种遥相关型之间存在非线性相互作用;各种遥相关型特征指数能反映一定的大气环流和天气异常的特征,因而可以作为研究长期天气过程和预报方法的依据。     

不同过滤条件下黄色物质的吸收光谱演化特征分析

在实验室对青岛近岸现场水样进行处理、分析，获得了原始状态下水样和被过滤（0.22μm,0.45μm）黄色物质水样的吸收光谱数据，除进一步验证了黄色物质光谱分布模式外，还测得黄色物质光吸收随滤膜孔径的变化。30个现场样品在波长380nm处吸收系数统计平均值^—Ay（380）分析表明，当使用0.45μm过滤器对水样进行处理，所获得的^—Ay（380）值要比未经过处理的现场水样所测得的^—Ay（380）值高约2.1％；而用0.22μm过滤器对现场水样进行处理，所获得的^—Ay（380）值要比未经过处理的现场样品所测得的^—Ay（380）值高约12．6％，要比用0．45μm过滤器处理的现场样品所测得的^—Ay（380）值高约10.3％，这些数据的获得为现有已获黄色物质数据的“归一化”和统一评判以及未来黄色物质测量数据的准确性判断与比较提供了参考。     

On the energy dissipation of jacket type offshore platforms with different pile–leg interactions

In recent years, considerable amount of effort has been made to design earthquake resistant offshore structures in seismic active areas. In order to achieve this objective, all components of a typical structure should function properly to dissipate seismically-induced energy within the members. Among components of an offshore installation, braces are of significant importance as they contribute substantially to total energy dissipation of the structure. Buckling in compression and yielding in tension assist the process of energy absorption. Nevertheless, the functionality of braces is dependent upon their joints where joint-cans are included to avoid any brittle fracture and unpredicted failure mechanisms.In this paper, special attention is being paid to energy dissipation of jacket type offshore platforms with two different pile–leg interactions. A case study representing an offshore platform is studied both analytically and experimentally. Analytical models are validated step by step based on available experimental tests and observations on individual members. Several parameters such as cyclic behavior, maximum bearing load and most importantly energy dissipation of two different 2D frames are investigated. Results provide promising insights into design and fabrication of fixed platforms with different pile–leg interactions.