广西涠洲岛滨海湿地潮下带海草、红树林与互花米草的分布和群落结构特征          下载免费PDF全文

邱广龙  潘良浩  王欣  苏治南  方超  范航清 《应用海洋学学报》2021,40(1):56-64

系统报道了广西涠洲岛的潮下带海草、红树林以及互花米草的分布和群落结构特征.2019—2020年的调查结果表明,涠洲岛海草分布于南湾西侧,紧邻珊瑚礁区,面积4246 m2,为潮下带的生长形式,海草种类仅见卵叶喜盐草(Halophila ovalis);真红树植物有6种[红海榄(Rhizophora stylosa)、海漆...  相似文献   

成教GIS专业人才培养方案的优化设计   总被引：2，自引：0，他引：2  

徐丰  张王菲  牛继强 《地理空间信息》2006,4(3):67-69

围绕如何依据成人高等教育的特点办地理信息系统(GIS)专业的建设问题,分析了成教地理信息系统专业的人才培养目标及意义,提出了人才培养过程优化的方案。重点对成教地理信息系统专业的课程体系进行了设计,为成教地理信息系统专业的人才培养提供了实践经验,并提出了一些有借鉴意义的培养方案。  相似文献   

一种高阶Delaunay三角网生成算法     

王永会  李玉梅  宋晓宇 《测绘科学》2009,34(4)

Delaunay三角剖分是构建数字地形模型的有效方法,但是该方法可能产生人工大坝和局部极小问题,使得地形模型不能很好地反映原始地形的真实面貌。本文在Delaunay三角网的基础上引入了高阶Delaunay三角网,并给出了一种高阶Delaunay三角网生成算法。实验表明,高阶Delaunay三角网能够有效地减少地形的局部极小数量,是建立数字高程模型的一种新方法。因此,采用高阶Delaunay三角网建立的地形模型更接近于实际地形。  相似文献   

Higher order curvature terms in theories with creation     

C. Wolf 《Astronomische Nachrichten》1988,309(3):173-175

In two theories involving continuous creation higher order curvature terms are added to the field equations. At high gravitational curvatures the creation of matter depends critically on these extra terms.  相似文献   

Higher-dimensional vacuum bianchi-mixmaster cosmologies     

D. Lorenz-Petzold 《Journal of Astrophysics and Astronomy》1985,6(3):137-144

We derive some new exact 7-dimensional cosmological solutions |R⊗ I ⊗N, whereN = I, II, VI₀, VII₀, VIII and IX are the various 3-dimensional Bianchi models. The solutions given are higher-dimensional generalizations of the mixmaster cosmologies. There is a strong influence of the extra spacesN, which results in a fundamental change of the 3-dimensional cosmology.  相似文献   

基于注册测绘师的高职工程测量专业教学改革研究     

邓晓斌  王家帮 《测绘与空间地理信息》2016,(8):218-221

注册测绘师制度的推行,对我国测绘行业人员提出了更高要求,为了适应新形势下国家对测绘人才培养的需求,高职工程测量专业进行教学改革迫在眉睫。从注册测绘师所要求的知识结构和专业能力入手分析,探讨了工程测量专业课程体系、实践教学、师资队伍、教学方法与手段、学生考核评价方式以及校企合作方式的教学改革,为高职工程测量人才培养提供了保障。  相似文献   

波浪水槽中非线性浅水波传播特性与模拟   总被引：2，自引：0，他引：2  

邹志利  王大国 《海洋工程》2005,23(3):23-30

通过建立解析解、进行数值模拟和物理实验，研究了波浪水槽中非线性浅水波浪传播特性，给出了数值模拟中对应造波板做正弦运动的二阶入射边界条件。数值模拟采用高阶Boussinesq方程。实验结果、数值结果和解析解进行对比，并讨论了解析解的适用范围、高次谐波的产生及三波相互作用问题。  相似文献   

From EDUPUNK to Open Policy: Critical Technology Praxis within Higher Education     

Jamison Miller 《The Professional geographer》2018,70(1):165-173

Emerging less than a decade ago, the term EDUPUNK sought to encapsulate the nascent rebellion against the corporatism and neoliberal ideology permeating digital aspects of higher education. A loose association of academic technologists with interests in net neutrality, open source software, hacktivism, and so on, the EDUPUNK movement has also been informing the adoption of various open practices in higher education, including open educational resources (OER). Intriguingly, university administrators and policymakers—attracted by aspects such as increased access and lower costs for students—are taking notice. In this article, I focus on developments from across the state of Virginia to introduce a critical praxis landscape from within higher education. Thus, I showcase some of the opportunities for critical technology praxis within the neoliberal(izing) university.  相似文献   

以项目为基础的高职《测量学》一体化教学改革     

刘艳  武广臣  李丽 《测绘科学》2012,37(2):199-200

当前的高职《测量学》教学缺乏对理论和实践的联系性研究,造成了理论教学和实践教学的脱节,从而导致学生学习目的不明确、学习兴趣不浓.针对这种状况,本文提出一种自编教学讲义:以项目为基础的理论与实践一体化教学.实践证明,这种全新的教学模式可以解决以上提出的问题,能够提高学生的专业素质能力.  相似文献   

Further development of a multimodal pushover analysis procedure for seismic assessment of bridges     

Themelina S. Paraskeva  Andreas J. Kappos 《地震工程与结构动力学》2010,39(2):211-222

An improvement is first suggested to the modal pushover analysis (MPA) procedure for bridges initially proposed by the writers (Earthquake Engng Struct. Dyn. 2006; 35 (11):1269–1293), the key idea being that the deformed shape of the structure responding inelastically to the considered earthquake level is used in lieu of the elastic mode shape. The proposed MPA procedure is then verified by applying it to two actual bridges. The first structure is the Krystallopigi bridge, a 638 m‐long multi‐span bridge, with significant curvature in plan, unequal pier heights, and different types of pier‐to‐deck connections. The second structure is a 100 m‐long three‐span overpass bridge, typical in modern motorway construction in Europe, which, although ostensibly a regular structure, is found to exhibit a rather unsymmetric response in the transverse direction, mainly due to torsional irregularity. The bridges are assessed using response spectrum, ‘standard’ pushover (SPA), and MPA, and finally using non‐linear response history analysis (NL‐RHA) for a number of spectrum‐compatible motions. The MPA provided a good estimate of the maximum inelastic deck displacement for several earthquake intensities. The SPA on the other hand could not predict well the inelastic deck displacements of bridges wherever the contribution of the first mode to the response of the bridge was relatively low. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献