基于 SOA 云服务的济宁市电子政务服务平台研究     

曹永锋  ;梁远新  ;杨成兵  ;王忠燕 《山东地质》2014,(10):57-59

基于政务网的政府各部门横向与纵向信息共享及业务协同的需求十分迫切,传统的单向共享模式的应用瓶颈日益突出,结合济宁市政务信息平台建设的实际环境及需求,设计了基于 SOA 云服务的政府部门间信息资源共享及在线业务协同平台的框架,实现了政府各部门之间数据有序交换和资源共享,建立了数据建设规范和业务协同机制,极大地提升了政务办公自动化水平。  相似文献   

面向日常活动与环境供需矛盾的城市韧性综合评估及空间特征研究—以南京为例     

孙鸿鹄  甄峰 《地理研究》2022,41(10):2697-2711

随着环境变化加剧、技术进步扩散、城市化生活转向等因素的交织叠加,日常活动空间的供需过程需要并可以更具韧性,但既有研究鲜有涉及。因而,聚焦中国社会经济发展主要矛盾,挖掘面向城市居民日常活动与环境供需矛盾的城市韧性内涵,建构有机整合的理论框架和评估指标体系,并以南京市中心城区为例,依托地理大数据支撑,进行日常活动-环境系统的韧性评估及空间特征研究。主要结论：① 韧性要素在活动与环境间以及数量与质量之间的供需结构失调,且供需不均衡和不充足的问题同时存在并相互制约。② 活动韧性、环境韧性各自的空间分异显著且供需水平及相互匹配程度较低,导致系统韧性呈现低水平蔓延的空间形态。③ 活动韧性、环境韧性及系统韧性之间的空间支撑或匹配作用没有充分发挥,导致日常活动空间的供需关系分异较大且缺少连续良性的空间互动。基于此,应根据韧性演进阶段,促进日常活动空间供需网络的整体动态协同优化。  相似文献   

融合空间统计特征的长三角生态空间供需平衡研究     

陈艺华  陈振杰  李飞雪  黄秋昊 《地域研究与开发》2022,41(1):13-19

选择长三角为研究区,构建生态空间质量评价体系,结合可达性分析、统计分析方法,通过人口、GDP、土地开发强度反映生态需求程度,分析生态空间质量的空间分布和生态空间满足人类需求程度的空间分异及演变特征。结果表明:(1)通过融合可达性分析、统计分析方法建立的生态空间供需平衡指数,能很好地识别生态空间供需“短板”。(2)长三角生态空间质量从北向南逐渐升高,1995—2015年生态空间质量较差的区域从各大城市中心部分扩大到城市周边地区。(3)长三角生态空间供需平衡的空间分布具有明显的时空差异,供给不足的区域主要是在经济和城市化发展较快的城市,供大于需的区域主要是在生态高质量区域。  相似文献   

IMU/DGPS辅助空三下几种布点方案的精度比较     

荣幸 《测绘与空间地理信息》2014,(5):198-199

主要介绍了在IMU/DGPS辅助空三的情况下,通过对不同的布点方案进行空三加密,对这些空三成果进行精度比较与分析,分析POS辅助空三在无地面控制点或少量的地面控制点的情况下能获得怎样的精度,能满足多大比例尺的成图要求。  相似文献   

一种高度测量方法的探讨     

林连溪 《测绘与空间地理信息》2014,(9):201-203

高度测量可以用水准测量、三角高程测量、数字化直接测量等多种测量方法,当前由于结构复杂的建构筑物日益增多,对于这类建构筑物的高度测量中,不一定都能顺利施测,常用的测量方法显示出其局限性。本文以对中国女排三连冠纪念碑碑高测量为例,介绍了一种新的高度测量方法——两站测角高度测量法。  相似文献   

On seasonal approach to flood frequency modelling. Part II: flood frequency analysis of Polish rivers     

K. Kochanek  W. G. Strupczewski  E. Bogdanowicz 《水文研究》2012,26(5):717-730

The annual peak flow series of Polish rivers are mixtures of summer and winter flows. As Part II of a sequence of two papers, practical aspects of applicability of seasonal approach to flood frequency analysis (FFA) of Polish rivers are discussed. Taking A Two‐Component Extreme Value (TCEV1) model as an example it was shown in the first part that regardless of estimation method, the seasonal approach can give profit in terms of upper quantile estimation accuracy that rises with the return period of the quantile and is the greatest for no seasonal variation. In this part, an assessment of annual maxima (AM) versus seasonal maxima (SM) approach to FFA was carried out with respect to seasonal and annual peak flow series of 38 Polish gauging stations. First, the assumption of mutual independence of the seasonal maxima has been tested. The smoothness of SM and AM empirical probability distribution functions was analysed and compared. The TCEV1 model with seasonally estimated parameters was found to be not appropriate for most Polish data as it considerably underrates the skewness of AM distributions and upper quantile values as well. Consequently, the discrepancies between the SM and AM estimates of TCEV1 are observed. Taking SM and TCEV1 distribution, the dominating season in AM series was confronted with predominant season for extreme floods. The key argument for presumptive superiority of SM approach that SM samples are more statistically homogeneous than AM samples has not been confirmed by the data. An analysis of fitness to SM and AM of Polish datasets made for seven distributions pointed to Pearson (3) distribution as the best for AM and Summer Maxima, whereas it was impossible to select a single best model for winter samples. In the multi‐model approach to FFA, the tree functions, i.e., Pe(3), CD3 and LN3, should be involved for both SM and AM. As the case study, Warsaw gauge on the Vistula River was selected. While most of AM elements are here from winter season, the prevailing majority of extreme annual floods are the summer maxima. The upper quantile estimates got by means of classical annual and two‐season methods happen to be fairly close; what's more they are nearly equal to the quantiles calculated just for the season of dominating extreme floods. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

叠加变形有限应变分解及其应用探讨     

王涛  王晓霞 《地球科学与环境学报》1991,(4)

本文提出了二维不同类型叠加变形的有限应变分解方法。只要测定有限应变及能代表各期主应变面的面理或剪切指向,就可以计算出各期构造应变。  相似文献   

Mutual Potential of Homogeneous Polyhedra   总被引：2，自引：0，他引：2  

Robert A. Werner  Daniel J. Scheeres 《Celestial Mechanics and Dynamical Astronomy》2005,91(3-4):337-349

The mutual gravitational potential between a pair of homogeneous polyhedra is expressed using an infinite series. The nested volume integrals are evaluated analytically and result in simple tensor expressions containing no special functions. However, complexity increases as O(6 ⁿ ), where n is the term degree. An alternate formulation due to Liebenthal is also presented.  相似文献   

Extension of the Griffith's fracture criteria to saturated clays     

K.M. Dgu  M. Souli  B. Ladanyi 《国际地质力学数值与分析法杂志》2003,27(4):275-288

Inglis [1] has solved the problem of distribution of stress in an elastic plate around an elliptical hole. His works clarify the role of cracks in the failure of an elastic material. However, his solution cannot be applied to saturated clay because he considers only total stresses, while, in saturated clay, the criterion of rupture should be expressed in terms of effective and not total stresses. The solution of Atkinson and Craster [2] using Biot's poroelasticity theory, shows that there is no high pore pressure in the vicinity of the crack tips for saturated clay. The major difference between this approach and the Biot's theory of is that, in saturated clay, strain is a function of the variation of the effective stress [3], while, in poroelastic media, strain is only a function of the variation of the total stress [4, Equation 2.2]. Also in their solution there is continuity between the pore fluid and the inner fluid in the crack. Their solution is valid for poroelastic media involving a movement of the pore fluid. In our solution there is no movement of the pore fluid (Undrained condition). In this paper we have solved the same problem as Inglis [1], but for the particular case of saturated clay obeying elastic law. By solving this problem we obtained the expressions for pore pressure, effective stress, total stress and displacements. The results show that not only the total stress but also the pore pressure and the effective stress are also high in the vicinity of the crack tips. A new failure criterion, based on Griffith's strain energy principle [5] and maximum tensile stress [6], valid for saturated clay is developed in this paper. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

SUSTAINABLE DEVELOPMENT FACING CHALLENGESIN 21ST CENTURY     

CHEN Guo-jie 《中国地理科学(英文版)》2001,11(4):289-293

ISUSTAINABLE DEVELOPMENT IS UNDER UN－guiding human forward．he author pointed out manyCEASINGCHALLENGES times that sustainable developmentwas a correctstrategic selectlonforhumanfuture and It representedaThe Zlst Century has come，people have many newdevelopmentoutlook，strategic vie呷olntandvalueforecasts and long for a wonde山lprospect．The 21st（CHEN，1997；200a；200b）．Century lsa bio－sclentmc era，an economic global－The authoralso pointed out th…  相似文献