地图可视化系统用户界面模板的研究与实践

地图可视化系统用户界面是实现用户和地图可视化系统交互的关键环节,但是单一的用户界面严重制约着用户对地图可视化系统应有功能的使用。基于此,提出了用户界面模板的观点,通过对用户界面元素和用户界面类型的研究,设计了几种常用的用户界面模板,并说明了模板的实现过程。     

ONWET: A Simple Integrated Tool for Beach Morphology and Wave Dynamics Analysis

The analysis of beach profile combined with wave data provides a clear understanding of beach topography and physical behavior of the coast. Numerous commercial and noncommercial computer programs and add-on tools are available to analyze beach profile and wave data. But, most of them are specifically designed for particular coastal application. Moreover, searching of open source software for diverse coastal application is a tedious process. To make it easily accessible, we have developed an integrated Matlab GUI for beach morphology and wave analysis. The tool “ONWET (OceaN WavE Tool)” mainly includes wave processes, beach morphology, spatiotemporal variation in beach profile, wave refraction, and sediment transport rate. The tool has automated inbuilt functions and is designed to accommodate importing/exporting of data (results both in data and graphical format). It includes user friendly options and can be freely download from our institutional website. The tool is very useful for researchers, scientists, engineers, and environmentalists who are working in the field of coastal studies and beach nourishment.     

一种基于真实身份的BBS系统实名保障技术

用户身份的真实性一直是BBS系统管理的重要方面之一。采用SAML协议,将跨域单点登录中的认证技术引入到BBS系统中,从而实现了用户采用真实身份登录BBS系统,保证了BBS用户的实名。并以多个高校的BBS系统作为样例,建立起基于真实身份的示范BBS系统。     

基于ExtJS开发的海洋科学数据共享服务平台

为了改善系统界面友好性、增强系统功能性并提高开发效率,运用ExtJS框架实现了基于B/S架构的青岛海洋科学数据共享平台专项数据库系统的前台界面。系统界面美观,操作方便,开发效率高,维护规范。     

Wave prediction in a port using a fully nonlinear Boussinesq wave model

A wave forecasting system using FUNWAVE-TVD which is based on the fully nonlinear Boussinesq equations by Chen(2006) was developed to provide an accurate wave prediction in the Port of Busan, South Korea. This system is linked to the Korea Operational Oceanographic System(KOOS) developed by Park et al.(2015). The computational domain covers a region of 9.6 km×7.0 km with a grid size of 2 m in both directions, which is sufficient to resolve short waves and dominant sea states. The total number of grid points exceeds 16 millions,making the model computational expensive. To provide real-time forecasting, an interpolation method, which is based on pre-calculated results of FUNWAVE-TVD and SWAN forecasting results at the FUNWAVE-TVD offshore boundary, was used. A total of 45 cases were pre-calculated, which took 71 days on 924 computational cores of a Linux cluster system. Wind wave generation and propagation from the deep water were computed using the SWAN in KOOS. SWAN results provided a boundary condition for the FUNWAVE-TVD forecasting system. To verify the model, wave observations were conducted at three locations inside the port in a time period of more than 7 months. A model/model comparison between FUNWAVE-TVD and SWAN was also carried out. It is found that, FUNWAVE-TVD improves the forecasting results significantly compared to SWAN which underestimates wave heights in sheltered areas due to incorrect physical mechanism of wave diffraction, as well as large wave heights caused by wave reflections inside the port.     

集成波能转换功能的方箱—挡浪板式浮式防波堤水动力特性研究

浮式防波堤与振荡浮子式波浪能转换装置集成是一种较为合理的波浪能开发利用方式,基于方箱式浮式防波堤—波浪能转换集成系统和幕帘式防波堤的研究成果,提出了一种新型方箱—垂直挡浪板式浮式防波堤—波浪能转换集成系统,建立数学模型对该集成系统的水动力特性和能量输出特性进行研究。模型基于N-S方程,采用紧致插值曲线(CIP)方法结合浸没边界法(IBM)求解。运用数值模型探究在一定波浪条件下,动力输出系统(PTO)阻尼力的大小以及挡浪板对集成系统的水动力特性和能量转换特性的影响,得到如下结论:集成系统的俘获宽度比随PTO阻尼力的增大呈现先增大后减小的趋势,在阻尼力F_(PTO)=150 N时达到最大;相对于方箱型集成系统,增设0.1 m挡浪板后可使其最大俘获宽度比η_e提高33%左右;此外,集成系统的俘获宽度比随挡浪板长度增加而增大,增长趋势逐渐变缓,在挡浪板长度S_p=0.5 m时达到最大,此时俘获宽度比η_e=0.563 1。     

小型内波实验水槽及其供水、造波与量测系统

本文介绍了作者们设计并制造的小型内波实验水槽系统,它包括水槽、双缸法供水系统、造波与消波装置以及量测与显示手段。实验表明,此系统性能良好,可进行内波科研与教学实验。     

孤立波与带窄缝双箱相互作用模拟研究

针对孤立波与带窄缝双箱的作用问题,应用时域高阶边界元方法建立了二维数值水槽。其中,自由水面满足完全非线性运动学和动力学边界条件,对瞬时自由表面流体质点采用混合欧拉-拉格朗日法追踪,采用四阶龙格库塔法对下一时刻的自由水面的速度势和波面升高进行更新。采用加速度势法求解物体湿表面的瞬时波浪力。采用推板方法生成孤立波。通过模拟孤立波在直墙上的爬高以及施加在直墙上的波浪力,并与已发表的实验和数值结果对比,验证本数值模型的准确性。通过数值模拟计算研究了窄缝宽度、方箱尺寸对波浪在箱体迎浪侧爬高,窄缝内波面升高,箱体背浪侧透射波高及箱体受波浪荷载的影响。同时研究了有一定时间间隔的双孤立波与带窄缝双箱系统作用问题。     

SZF型波浪浮标系统

文中介绍了SZF型波浪浮标的系统组成、主要工作原理及系统的主要功能,给出了该型号浮标的测量指标及技术参数,介绍了该浮标的应用情况。     

海岛管理信息系统用户需求分析

中国是一个海岛大国,但在海岛管理方面还很落后。鉴于海岛信息的复杂性和信息时代的要求,应该建立一个涵盖全国海岛的管理信息系统。为此,从用户需求的角度,对建立海岛管理信息系统的问题进行了初步探讨。     

基于四阶完全非线性Boussinesq水波方程二维波浪传播数值模型

建立基于四阶完全非线性Boussinesq水波方程的二维波浪传播数值模型。采用Kennedy等提出的涡粘方法模拟波浪破碎。在矩形网格上对控制方程进行离散,采用高精度的数值格式对离散方程进行数值求解。对规则波在具有三维特征地形上的传播过程进行了数值模拟,通过数值模拟结果与实验结果的对比,对所建立的波浪传播模型进行了验证。同时,为了考察非线性对波浪传播的影响,给出和上述模型具有同阶色散性、变浅作用性能但仅具有二阶完全非线性特征的波浪模型的数值结果。通过对比两个模型的数值结果以及实验数据,讨论非线性在波浪传播过程中的作用。研究结果表明,所建立的Boussinesq水波方程在深水范围内不但具有较精确的色散性和变浅作用性能,而且具有四阶完全非线性特征,适合模拟波浪在近岸水域的非线性运动。     

地理空间信息云平台负载调度算法设计

根据现代物联网对地理空间信息资源的大吞吐量需求,本文运用云计算技术、主从拓扑结构和多副本技术,设计了针对地理空间信息云平台的负载均衡调度算法,该算法通过统一的主服务器进行调度,并运用哈希函数使访问请求趋于均衡化。同时,我们将该算法运行在实际GIS系统中,模拟不同频度的用户访问请求,进行仿真。按照访问请求特征,将请求分为可预测高峰请求、随机高峰请求和系统响应请求三类,并分别统计请求的平均响应时间。结果显示,该算法有效可行,可在访问高峰期大幅减少用户平均响应时间。     

PEIOS系统远程用户信息集成若干问题的探讨

PEIOS系统是珠江口海域立体监测技术示范系统，其总体是研制一个以水质监测为核心，以珠江口水域为监测范围的河口区近海洋环境监测东范系统，该系统接收多种来源的远距离观测数据（卫星，岸基雷达，自动气象站，自动水质测试仪等），并具有数据实时更新的能力，它的远程用户模块可通过可电话拨号连接主数据库，进行相关的空间信息查询与分析，是相对独立的功能模块，同时，该模块还具有集成本地（用户端）数据的功能，作者提基于优秀地理信息系统平台的技术解决方案，并在AutodeskWorld2.0平台上成功开发了远程用户模块，实现了多源数据在远程用户端的GIS集成。     

Information System for Ocean Wave Resources and Its Application to Wave Power Utilization

An information system for ocean wave resources and its application to wave power utilizationare indtroduced.It can manage,analyze and process the data in the monthly report of ocean wave observa-tion records of the State Ocean Administration,and can provide various kinds of curves and numericalcharacters of statistics.This system has been put into utility in Guangzhou Institute of Energy Conversion(GIEC),the Chinese Academy of Sciences since 1996.An application example is given of theinverstigation and analysis on ocean wave resource of the Nan Ao Island,Guangdong Province,where a100 kW onshore OWC(oscillating water column)wave power station will be built.The wave power distri-bution is obtained in different wave directions for different wave periods.It is found that 70 percent of thewave power comes from the direction of ENE,and more than 95 percent of the wave power is related withdirection E.The average wave power density is about 3 kW/m,and more than 80 percent of the wavepower is distributed in the     

光滑表面内孤立波光学遥感图像的实验研究

基于光学遥感图像的内孤立波参数反演是一项重要的工作。本文在实验室条件下提出一种新方法用于模拟光滑表面情况下内孤立波的光学遥感成像。基于二维内波水槽、LED平板面光源和CCD相机搭建仿真光学遥感系统探测内孤立波。水平表面的光学遥感图像和垂向内孤立波传播图像被同时探测,旨在探讨在光滑表面下,光学遥感与内孤立波的响应。结果表明,内孤立波传播经过时,CCD1相机获得暗纹,暗纹的特性随光源入射角的变化而变化。光学遥感特征参数和垂向波要素相对应。实验还显示光学遥感图像的暗纹宽度与内孤立波的半波宽度在不同内孤立波振幅下呈现正相关关系。该系统有着现象清晰,重复性高的优点,为定量研究光学遥感成像机理提供科学依据。     

Computer system for processing copious biological data,IBM 1130 fortran format

An IBM 1130 computer program system for preliminary processing of copious biological data is described. Its advantage ia comparison with the more usual manual calculation methods is the speed at which data can be handled, sorted, and analysed. Only a small computer need be available to the user.     

Numerical study on three-dimensional waves produced by a bottom jet

The eruption of an underwater volcano can initiate the disturbances of the sea surface and subsequently generate a group of outward-propagating tsunamis. The theme of this study is to introduce a three-dimensional (3D) fully nonlinear wave model for the simulation of wave motions induced by a bottom jet. A boundary-fitted coordinate system is utilized to conveniently adjust grids according to the transient moving free surface. The governing Laplace equation of the velocity potential is solved by an implicit finite-difference scheme while a mixed explicit/implicit iteration procedure is applied to solve the free-surface boundary conditions. In addition, a set of generalized Boussinesq equations are solved for comparison with the fully nonlinear model. Good agreements in comparisons with the existing numerical and analytical solutions are achieved for cases investigated. Waves induced by three types of bottom jets: namely (1) sudden eruption, (2) initial transient, and (3) periodic transient are discussed in this paper. For the case of sudden erupted jet, a system of 3D outgoing waves as the cylindrical wave pattern are presented and discussed. For the initial transient types, it shows the transition in the incipient stage has a great influence on the initial rising of the water surface and the induced leading waves. Furthermore, an interesting up-down phenomenon in the center of disturbed free surface due to the type of periodic jet is revealed.     

NWF: Propagation of Tsunami and its Interaction with Continental Shelf and Vertical Wall

This paper describes the use of a transportable photographic zenith camera in a tidal flat area to obtain astrogeodetic deflections of the vertical, and the subsequent calculation of a fine structured geoid. It shows that the newly developed camera system is suited for astronomical observations in areas of this type, and that a control point distance of 20 km is sufficient for the determination of a decimeter‐geoid.     

Implementation of an expert system for the design of single-point, subsurface oceanographic moorings

The design of single-point, subsurface moorings is carried out a present by a design engineer with the help of some computer programs. These computer programs are used for analyzing the mooring, but the setting-up of the initial mooring configuration and the subsequent modifications on the basis of the results of the analysis are carried out by the design engineer.An expert system for mooring design is developed to eliminate the human expert from the design process and thus to enable a novice to design a mooring by himself. Using the expert system, an optimum least-weight in air design can be developed in much less time than is usually required in conventional procedures. Perhaps the most significant advantage is that the system can serve as a vehicle for effective transfer of present day expertise for future applications.The system is developed and implemented on an IBM PC/AT. It has a user-friendly, interactive, menu-driven input procedure and a sophisticated output facility. The design process is totally automated and the requirement to consult a human expert is easily eliminated. The system has tremendous flexibility and a knowledge engineer can easily adapt it to the specific requirements of a particular user. The concept of machine learning is introduced by recording the failure data and using this information in the later decision-making processes. A CAD package, AUTOCAD, is used to generate the drawings and an interface is developed between the CAD package and the expert system so that the former is transparent to the user.