矢量图形与主数据库无缝连接万维网地理信息系统的设计和实现   总被引：7，自引：0，他引：7  

袁相儒  龚健雅 《武汉大学学报(信息科学版)》1997,(3)

首先介绍了万维网地理信息系统、Ｊａｖａ和ＪＤＢＣ，讨论了目前万维网地理信息系统的设计和实现方法以及存在的问题，提出了矢量图形与主数据库无缝连接模型，并使用Ｊａｖａ和ＪＤＢＣ设计实现了万维网地理信息系统软件，使客户在客户端实现放大、缩小、漫游、查询、统计和分析等地理空间分析功能。  相似文献   

Scaled Boundary Finite Element Analysis of Wave Passing A Submerged Breakwater   总被引：2，自引：0，他引：2  

曹凤帅  滕斌 《中国海洋工程》2008,22(2):241-251

The scaled boundary finite element method （SBFEM） is a novel semi-analytical technique combining the advantage of the finite element method （FEM） and the boundary element method （BEM） with its unique properties. In this paper, the SBFEM is used for computing wave passing submerged breakwaters, and the reflection coeffcient and transmission coefficient are given for the case of wave passing by a rectangular submerged breakwater, a rigid submerged barrier breakwater and a trapezium submerged breakwater in a constant water depth. The results are compared with the analytical solution and experimental results. Good agreement is obtained. Through comparison with the results using the dual boundary element method （DBEM）, it is found that the SBFEM can obtain higher accuracy with fewer elements. Many submerged breakwaters with different dimensions are computed by the SBFEM, and the changing character of the reflection coeffcient and the transmission coefficient are given in the current study.  相似文献   

In-flight Performance of the Advanced Camera for Surveys CCDs     

Mark Clampin  Marco Sirianni  George F. Hartig  Holland C. Ford  Garth D. Illingworth  Bill Burmester  William Koldewynd  Andre R. Martel  Adam Riess  Ronald J. Schrein  Pamela C. Sullivan 《Experimental Astronomy》2002,14(2):107-115

The Advanced Camera for Surveys (ACS), installed in the Hubble Space telescope in March 2002, will significantly extend HST's deep, survey imaging capabilities. ACS has met, or exceeded, all of its key performance specifications. In this paper we briefly review the in-flight performance of the instrument's CCD detectors and preview early ACS science observations. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献   

Artificial Neural Network Approach for Reconstruction of Event Arrival-Direction in Wide-Angle Atmospheric Cerenkov Detector Arrays: A Feasibility Study     

V. K. Dhar  A. K. Tickoo  R. Koul  C. L. Bhat 《Experimental Astronomy》2000,10(4):487-498

A feasibility study has been carried out to assess the potentialof an Artificial Neural Network (ANN) for determiningthe direction of incidence of an Atmospheric Cerenkov Event(ACE) from the arrival-time information registered by aspaced-array of wide-angle Cerenkov detectors. Theresults obtained so far, using both, simulated and experimental data, indicate that a properly-trained net can yield a degree of accuracy which is comparable with what is achieved through the conventional ²-minimization, wavefront-fitting procedure.  相似文献   

准噶尔盆地宽方位角三维地震应用效果分析   总被引：1，自引：0，他引：1  

彭文利  仲伟军  杨迪生  支东明 《新疆地质》2005,23(2):173-178

宽方位角采集比窄方位角具有更好的地震照明度.宽方位角三维地震以其多方位视角高分辨率成像数据之优势、识别储层的各向异性能力强,能提高薄层砂体和小断裂的识别精度.针对准噶尔盆地某区块储层非均质性强、单层砂体薄(单层10-15 m,有效储层<10 m)、砂岩层平面变化大的特点,新疆油田分公司实施宽方位角三维地震高分辨勘探.通过运用地震属性、反演等地震技术,结合沉积环境分析和沉积演化研究,开展岩性圈闭识别和储层预测工作, 识别出有效的砂岩层(储集体),达到预测目的,取得了很好的勘探效果.  相似文献   

加筋垫层土工织物中应力现场测试分析     

闫澍旺  王翠  于志强 《岩土力学》2007,28(Z1):873-876

如何测定加筋垫层中土工织物中的应力,对于研究土工织物的加筋效果是非常重要的,也是目前工程中急待解决的问题,也是非常困难的课题。结合实际工程,介绍了某防波堤土工织物加筋垫层现场应力测试中的仪器布置、埋设方法和测试结果。分析防波堤堤基土工织物拉应力分布大小、特点以及与堤底地基的沉降关系。实测结果表明,拉应力发挥水平远低于设计拉力值,这对土工织物加筋垫层稳定分析中如何考虑拉应力大小提出了新的问题。  相似文献   

冰川槽谷横剖面沿程变化及其对冰川动力的反映   总被引：3，自引：0，他引：3  

李英奎  刘耕年 《地理学报》2000,55(2):235-242

冰川槽谷梯级宽深比定义为槽谷槽剖面上相同等高线间距离与对应深度的比值。它可以描述槽谷横剖面形态的总体特征,便于不同槽谷横剖面形态的对比。统计分析表明槽谷梯级宽深比随槽谷深度的变化幂函数模型。使用这一模型描述冰川槽谷横剖面的总体形态并据此探讨冰川槽谷横剖面形态的沿程变化。主要结论如下：简单槽谷从上源到雪线附近,模型参数显示为槽谷展宽,谷壁变陡,从雪线向下游,槽谷变窄,谷壁变缓;从简单槽谷段向槽谷段,  相似文献   

Simplified analytical solutions for wave interaction with absorbing-type caisson breakwaters     

A. Neil Williams  Alaa-Eldin M. Mansour  Hong Sik Lee 《Ocean Engineering》2000,27(11)

Simplified analytical solutions are presented to model the interaction of linear waves with absorbing-type caisson breakwaters, which possess one, or two, perforated or slotted front faces which result in one, or two, interior fluid regions (chambers). The perforated/slotted surfaces are idealized as thin porous plates. Energy dissipation in the interior fluid region(s) inside the breakwater is modelled through a damping function. Under the assumption of potential flow and linear wave theory a boundary-value problem may then be formulated to describe wave interaction with the idealized structure. A solution to this simplified problem may be obtained by an eigenfunction expansion technique and an explicit analytical expression may be obtained for the reflected wave height. Using the experimental work of previous authors, damping coefficients are determined for both single and double chamber absorbing-type caisson breakwaters. Based on the damping for a single perforated-wall breakwater, a methodology is proposed to enable the estimation of the damping coefficients for a breakwater with two chambers. The theoretical predictions of the reflection coefficients for the two-chamber structures using the present model are compared with those obtained from laboratory experiments by other authors. It is found that the inclusion of the damping in the interior fluid region gives rise to improved agreement between theory and experiment.  相似文献   

A highly wave dissipation offshore breakwater     

Sheng-Wen Twu  Cheng-Chung Chieu 《Ocean Engineering》2000,27(3):352

The aim of this paper is to develop an offshore breakwater, for which coefficients of both the wave reflection and transmission have low values. The breakwater is suggested to compose of n layers of porous materials with different porosities. A complex eigen function method is used in the theoretical analysis. Continuities of both mass flux and fluid pressure are assumed at interfaces between every two adjoining porous materials and at the interface between end materials and water region. Following a series of mathematical processes, the coefficients of the wave transmission and reflection along with the wave energy loss are calculated. The porosity of materials is varied in computations; and results are compared among structures composing of different layers of porous materials. A single layer offshore breakwater is shown to reduce simultaneously the coefficients of transmission and reflection only when the structure is very wide in the direction of wave propagation, and the structure material has a high porosity. A multilayer breakwater, however, can function well in reducing both coefficients at a much narrower width; structure having more layers can be more effective at narrower width. Finally, several experiments are conducted; theoretical computations and experimental results agree well.  相似文献   

OBS广角反射地震及其意义   总被引：2，自引：0，他引：2  

刘建华 《海洋学研究》2000,18(1):15-20

在蒸发岩、玄武岩等高阻抗岩层发育地区 ,常规反射地震往往难以获取高阻抗层以下的地层地质信息。而使用海底地震仪 ( OBS)进行广角反射地震测量 ,可较好地解决高阻抗层屏蔽问题 ,它是开展海上地质构造勘查的一种行之有效的方法。对 OBS广角反射地震法的原理 ,海上测量方法 ,资料处理 ,时间剖面解释及地下地质构造计算机模拟方法作了阐述 ,对 OBS广角反射地震勘探法的成功范例——苏伊士湾高蒸发岩发育区结晶基底勘探作一扼要介绍。  相似文献