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Digitized topographic maps normally have to go through the geometric calibration before practical utilization. Nowadays, the reference points for the calibration are still manually assigned. Corner points (graticule intersections) in a map are usually good candidates in favor of the reference points. This paper proposes an algorithm for automatically locating the corner points in the electronic topographic maps by detecting the specific rectangle objects in the map corners. It assigns the probabilities to each row and column in the region of interests (RoIs) to provide information regarding the location of the objects. In order to facilitate the object detection with high level visual features, the deep neural networks (DNNs) are employed in the proposed algorithm. For the object proposal, the sliding window scheme is adopted. The experimental results indicate that the proposed approach outperforms the conventional bounding-box regression method in both detection and localization accuracy. For the proposed algorithm, the average F1 score in the object detection is 0.91, which is 12% higher than the conventional model. The mean Euclidean distance between the predicted corner points and the ground-truth by the proposed algorithm is 2.22 pixels, 35.8% lower compared with the regression based model. 相似文献
104.
给出丽江高美古天文候选点两年的湿度观测结果与宾川3002m山峰的比较,初步分析了湿度对天文可用时间及视宁度的影响。 相似文献
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城市舒适性对城市创新发展有重要影响,但对大都市区内部舒适性及差异性对城市创新能力的影响研究较少。以北京市为研究区域,利用耦合协调度模型和多元线性回归模型分析城市舒适性与创新能力的关系。研究发现:① 北京市总体舒适性分布特点是以中心城区为核心,随着距中心城区距离增加,城区的舒适性水平逐渐降低。② 北京生态环境舒适性呈现从西北地区向东南地区逐渐递减的特点,而人工环境和社会氛围的舒适性由中心向四周地区递减,各区的舒适性水平在空间分布上呈集聚状态,高-高型聚类集中在东城区、西城区、朝阳区、海淀区及丰台区,形成北京市“高舒适性”区域。③ 结合耦合协调度模型发现北京市除平谷区、密云区和延庆区,其他城区目前均处于高水平耦合阶段,海淀区、东城区、西城区、朝阳区、丰台区的创新能力和舒适性发展耦合协调度较高,但北京市各区也存在舒适性与城市创新之间发展相对滞后问题。④ 北京城市舒适性与创新能力存在正相关关系,但不同舒适性要素对创新能力的作用不同,文化教育条件对城市创新能力的影响强度最大,交通便利性和社会氛围对创新能力的作用次之。政策建议是要推进文化教育、交通条件等人工舒适性水平的相对均衡发展,提高各区的城市舒适性,以城市舒适性推动创新能力的提升。 相似文献
107.
龙岗金龙顶子火山空降碎屑物数值模拟及概率性灾害评估 总被引:1,自引:0,他引:1
空降碎屑物为爆炸式火山喷发产生的一种重要的灾害类型,数值模拟已成为一个快速有效地确定火山灰扩散和沉积范围的方法。本文根据改进的Suzuki(1983)二维扩散模型,编写了基于Windows环境下的火山灰扩散程序。通过对前人资料的分析,模拟了龙岗火山群中最新火山喷发——金龙顶子火山喷发产生的空降碎屑物扩散范围,与实测结果具有很好的一致性,证实了模型的可靠性和参数的合理性。根据该区10年的风参数,模拟了7021次不同风参数时金龙顶子火山灰的扩散范围,以此制作了火山灰沉积厚度超过1cm和0.5cm时的概率性空降碎屑灾害区划图。本文的研究可为龙岗火山区火山危险性分析和灾害预警与对策提供重要的科学依据。 相似文献
108.
?纣??????????硢????????????????????????????α???????????????????????????????????????db10С???????????????????????????????е???????????????С???????????????????????????????????????Lyapunov??????????????????ж???????????????????????????????????????з?????????????????????????? 相似文献
109.
The problem of search of opportunity for the exploration of near-earth minor objects is investigated. For rendezvous missions, the analytical gradients of the performance index with respect to the free parameters are derived using the variational calculus and the theory of state-transition matrix. After generating randomly some initial guesses in the search space, the performance index is optimized, guided by the analytical gradients, leading to the local minimum points representing the potential launch opportunities. This method not only keeps the global-search property of the traditional method, but also avoids the blindness in the latter, thereby increasing greatly the computing speed. Furthermore, with this method, the searching precision could be controlled effectively. 相似文献
110.
Liquefaction of seabed under seismic loading is one of the main points that govern the overall stability of submarine pipeline. However, most previous investigations concerned only with free seabed and searched for seismic accumulative excess pore pressure by solving Terzaghi's consolidation equation containing pore pressure source term. It is not able to introduce two-dimensional structures such as submarine pipelines in one-dimensional problem, and it is also not able to obtain the distribution of seismic accumulative excess pore pressure in seabed around submarine pipelines by such a way. In this study, a FEM numerical analysis method for determining the liquefaction of sandy seabed around a buried pipeline under seismic loading is presented. The empirical mode of dynamic increase of pore pressure under undrained shearing induced by seismic loading is incorporated with two-dimensional dynamic consolidation equation and a numerical procedure based on FEM is developed to assess the accumulative excess pore pressure. By numerical computations, the accumulative process of pore pressure and liquefaction potential of seabed soil during seismic loading is evaluated. From a series of numerical computations based on the presented model with various parameters, the effects of soil characteristic parameters and pipeline geometry on seismic accumulative excess pore pressure around submarine pipeline and along the depth of seabed are explored in detail. 相似文献