一种基于正则化方法的SAR图像边缘检测算法

提出了一种基于正则化方法的SAR图像边缘检测算法,并用MSTAR(moving and stationary target acquisitions and recognition)数据进行大量的仿真实验。实验表明,与经典的边缘检测方法相比,该方法能保持图像的细节特征,较好地解决了边缘断裂和抗噪问题,具有较好的边缘检测能力。     

丘陵地区边界层风廓线雷达数据统计特性分析

采用数据获取率来分析和评价风廓线雷达的探测能力, 对通过2012年的风廓线数据进行统计分析。结果表明:数据获取率和信噪比都随季节变化, 夏季探测能力大于冬季。按照数据获取率达到80%的要求, 确定边界层风廓线雷达无降雨天气有效探测高度为3 km, 并确定低模和高模最佳衔接高度为0.6 km, 能够获得更好的数据获取率。在无降雨天气, 信噪比随高度呈现对数函数单调递减的变化规律, 夏季信噪比的衰减程度比冬季大;在降雨天气, 信噪比随高度呈现一次函数的变化规律, 其斜率范围在-10.44~-2.47之间, 而夏季信噪比的衰减程度比冬季小。     

闽北地区边界层移动风廓线雷达对比试验评估

为了更好地把握风廓线雷达的探测性能和数据精度,对移动风廓线雷达与L波段探空雷达资料进行对比统计分析,结果表明：移动风廓线雷达的有效数据获取率达到80％的高度为3500m,符合边界层风廓线雷达的有效探测高度。移动风廓线的径向速度平均差和标准差随着高度的增加而增加,东西方向的径向速度误差比南北方向的高约0．5—1．0m／s。风廓线雷达自身数据的准确性良好,但是降雨对数据的准确性影响比较大。这次对比试验结果表明,对比试验应该选择比较平稳的天气过程。由于秋冬季节大气环流比较稳定,降雨类型多为层状云降雨,因而风廓线雷达数据可靠性高;对流性降雨过程往往造成风廓线雷达资料可靠性降低。     

Large-Eddy Simulation of Mesoscale Circulations Forced by Inhomogeneous Urban Heat Island

The large-eddy simulation mode of the Weather Research and Forecasting model is employed to simulate the planetary boundary-layer characteristics and mesoscale circulations forced by an ideal urban heat island (UHI). In our simulations, the horizontal heterogeneity of the UHI intensity distribution in urban areas is considered and idealized as a cosine function. Results indicate that the UHI heating rate and the UHI intensity heterogeneity affect directly the spatial distribution of the wind field; a stronger UHI intensity produces a maximum horizontal wind speed closer to the urban centre. The strong advection of warm air from the urban area to the rural area in the upper part of the planetary boundary-layer causes a more stable atmospheric stratification over both the urban and rural areas. The mesoscale sensible heat flux caused by the UHI circulation increases with UHI intensity but vanishes when the background wind speed is sufficiently high $(>$ 3.0  $\mathrm{{m\,s}}^{-1})$ .     

极地冰盖物质平衡的最新进展与未来挑战

准确地探明冰盖物质平衡状况,对于研究全球变暖背景下海平面变化具有重要的意义,自IPCC AR4(政府间气候变化专门委员会第四次报告)以来,极地冰盖物质平衡的研究取得了很大进展。本文总结并对比了用卫星测高(雷达测高和激光测高)、物质收支测量和重力测量等方法得到的冰盖物质平衡评估结果,综述了冰盖数值模拟研究在预测冰盖未来的变化趋势以及由此对海平面造成的影响等方面取得的进展,并立足于中国当前的极地冰盖物质平衡研究现状,提出了该研究所面临的挑战。     

基于可公度性网络分析的淮河蚌埠站大洪水预测研究

根据1916—2010年淮河蚌埠水文站大洪水资料,运用信息预测理论,构建大洪水可公度有序网络结构,同时采用峰谷定位法、前兆法等方法对淮河大洪水进行综合分析和预测.结果表明:2013—2014年淮河(蚌埠站)将有可能发生大洪水.     

综合气象因素对广西电力负荷的影响

针对电网负荷易受多种气象因素影响的特点,为综合衡量气象因素对广西电力负荷的影响,引入了气象学指数--有效温度,分析了4-10月气温、相对湿度、风及有效气温对电力负荷的影响.结果表明:气温与电力负荷呈显著的正相关关系,气温是影响电力负荷的主要因子;夏季以气温和风速、气温和相对湿度组合的变化对负荷的影响较大,风速从静风到有风时,负荷明显地减少,但当超过一定的温度时,风速越大负荷反而增加;6-9月,负荷随着气温和有效温度的升高呈线性增加;在春夏、夏秋季过渡季节,负荷并不完全随着气温的升高而增加,在气温不是太高的阶段,相对湿度增大时,负荷有下降的趋势,当超过一定的温度时,负荷随气温和有效温度的升高而增加.     

A Simple Monte Carlo Method for Locating the Three-dimensional Critical Slip Surface of a Slope

Based on the assumption of the plain-strain problem, various optimization or random search methods have been developed for locating the critical slip surfaces in slope-stability analysis, but none of such methods is applicable to the 3D case. In this paper, a simple Monte Carlo random simulation method is proposed to identify the 3D critical slip surface. Assuming the initial slip to be the lower part of a slip ellipsoid, the 3D critical slip surface is located by means of a minimized 3D safety factor. A column-based 3D slope stability analysis model is used to calculate this factor. In this study, some practical cases of known minimum safety factors and critical slip surfaces in 2D analysis are extended to 3D slope problems to locate the critical slip surfaces. Compared with the 2D result, the resulting 3D critical slip surface has no apparent difference in terms of only cross section, but the associated 3D safety factor is definitely higher.     

新型预制预应力混凝土框架结构有限元分析

为了研究新型预制预应力混凝土框架结构的抗震性能,本文采用ABAQUS软件对试验节点进行有限元分析,验证了建模方法的正确性,并以试验节点为原型,建立相应的两层两跨的新型预制预应力混凝土平面框架模型。采用低周往复加载方式分析了新型预制预应力混凝土框架结构和现浇框架结构的滞回性能,并模拟了新型预制预应力混凝土框架结构在不同的初始荷载、预应力筋数量及控制应力和U形筋配筋率下的滞回性能。结果表明,新型预制预应力混凝土框架和现浇框架的滞回性能非常接近;框架轴压比、预应力筋数量和U形筋配筋率对新型预制预应力混凝土框架的滞回性能有影响,而梁上荷载和预应力筋控制应力的影响较小。     

Dynamic amplification factors for a system with multiple-degrees-of-freedom

It is well-known that the responses of a structure are different when subjected to a static load or a sudden step load. The dynamic amplification factor (DAF), which is defined as the ratio of the amplitude of the vibratory response to the static response, is normally used to depict the dynamic effect. For a single-degree-of-freedom system (SDOF) subjected to a sudden dynamic load, the maximum value of DAF is 2. Many design guidelines therefore use 2 as an upper bound to consider the dynamic effect. For a civil engineering structure, which is normally a multiple-degrees-of-freedom (MDOF) system, the DAF may exceed 2 in certain circumstances. The adoption of 2 as the upper bond as suggested by the design guidelines therefore may lead to unsafe structural design. Very limited studies systematically investigate the DAF of a MDOF system. This study theoretically investigates the DAF of a MDOF system when it is subjected to a step load based on the fundamental theory of structural dynamics. The condition on which the DAF may exceed 2 is defined. Two numerical examples and one experimental study of a cable-stayed bridge subjected to sudden cable loss are presented to illustrate the problem.