Location and Format Independent Distributed Annotations for Collaborative Research

合集下载

GIS专业英语常用术语

GIS专业英语常用术语

GIS专业英语常用术语(A)2008-10-03 22:17:48 作者:来源:互联网浏览次数:150 文字大小:【大】【中】【小】语音播报absolute reference frame 绝对参考坐标系adjacency analysis 相邻分析adjoining sheets 邻接图幅agglomeration (制图分类中的)聚合方法aggregation 聚合;聚集altitude tinting 分层设色animated mapping 动画制图animation 动画applications package 应用软件包application program 应用程序Application Programming Interface(API) 应用程序界面Applications Program Interface 应用程序接口applications system 应用系统applied cartography 应用地图学auto-cartography 自动制图automated cartography 自动制图学automated data dictionary 自动数据字典automated data processing 自动数据处理Automated Digitizing System(ADS) 自动数字化系统automated feature recognition 自动特征识别azimuth coordinate system 方位坐标系GIS专业英语常用术语(B-C)2008-10-03 22:23:38 作者:来源:互联网浏览次数:159 文字大小:【大】【中】【小】语音播报B-spline b样条曲线B-tree 二叉树;二元树base map of topography 地形底图base map/cadastre 底图/地籍图Beijing geodetic coordinate system 1954 1954年北京坐标系block correction 区域改正block 数据块;信息组;程序块border figure图廓数据border information 图廓注记border line 图廓线border matching 边缘匹配border 边缘;界限;边界线;邻接;图廓间cadastral survey 地籍测量cadaster 地政局;地籍图cadastral attribute 地籍特征cadastral data base 地籍数据库cadastral features 地籍特征cadastral information system 地籍信息系统cadastral information 地籍信息cadastral inventory 地籍调查cadastral layer 地籍信息层cadastral lists 地籍册cadastral management 地籍管理cadastral map 地籍图cadastral map series 地籍图册cadastral mapping 地籍制图carrier frequency(GPS) 载波频率(全球定位系统)cartographic analysis 地图分析cartographic classification 地图分类cartographic communication 地图传输cartographic data base management system 地图数据库管理系统cartographic data base 地图数据层cartographic data model 地图数据模型cartographic expert system 制图专家系统cartographic generalization 制图综合cartographic projection 地图投影cartographic(al) analysis 地图分析cartography 地图制图学;地图学chorographic map 时序图choropleth map 等值区域图class interval分级间距;分类间距class list 分类清单class 分类,分级classification rule 分类规则cluster 聚类分析compaction 压缩completeness 完整性computer-graphics technology 计算机图形技术congruent image 叠合图象contour 等高线,等值线,轮廓contouring display 分层显示cover-ID 层标识符coverage [GIS]图层GIS专业英语常用术语(D)2008-10-03 22:24:13 作者:来源:互联网浏览次数:156 文字大小:【大】【中】【小】语音播报data 数据data access security 数据存取安全性data accessibility 数据可达性data acquisition 数据获取data analysis 数据分析data architecture 数据结构data attribute数据特性data base;database 数据库data capture 数据采集data catalogue 数据目录data communications 数据通信data quality 数据质量data security 数据安全性data conversion 数据转换data definition 数据定义data editing 数据编辑data element 数据要素data encoding 数据编码data entry 数据输入Data Exchange Format 数据交换格式data extraction 数据提取data file 数据文件data handling 数据处理data item 数据项data layering 数据分层data manipulation 数据操作data model 数据模型data product 数据产品data quality 数据质量data reality 数据真实性data records 数据记录data reduction 数据整理data reduction;datacompression 数据压缩data redundancy 数据冗余度data representation 数据表示data retrieval数据查询data schema 数据模式data security 数据安全性data sensitivity 数据灵敏性data set 数据集data set quality 数据集质量data smoothing 数据平滑data snooping 数据探测法data sources 数据源data storage 数据贮存data structure conversion 数据结构转换data structure 数据结构data transfer 数据传输data transmission 数据传输data type 数据类型data updating 数据更新data vectorization 数据矢量化datum transformation 基准变换descriptive data 描述数据desktop GIS 桌面地理信息系统differential Global Positioning System;DGPS 差分全球定位系统digital cartography 数字地图制图digital correlation 数字相关digital data collection 数字数据存贮系统Digital Data Communication Message Protocol 数字化数据通讯消息协议Digital Data System 数字化数据系统digital data 数据;数字资料Digital Elevation Matrix(DEM) 数字高程矩阵digital encoding 数字编码digital exchange format 数据转换标准Digital Field update System 数字化外业更新系统digital files synchronization 数字化文件同步化Digital Geographic Information数字化地理信息交换标准Exchange Standard;DGIWG;NATOdigital image processing 数字图象处理digital image 数字影(图)象Digital Landscape Model 数字景观模型Digital Line Graph;DLG 数字线划图digital map registration 数字地图套合digital mapping 数字测图digital map 数字地图digital mosaic 数字镶嵌digital mosaicing 数字镶嵌digital number;DN 数字值digital orthoimagery 数字正射影象digital orthoimage 数字正射影象Digital Orthophotoquads;DOQ 数字正方形正射象片图digital orthophoto 数字正射影象digital photogrammetry 数字摄影测量digital process 数字化过程digital rectification 数字纠正digital simulation 数字模拟digital surface model;DSM 数字表面模型digital tablet 数字化板Digital Terrain Model;DTM 数字地面模型Digital to Analog Converter 数/模转换器digital tracing table 数控绘图桌digital value 数字化值digital voice 数字化声音digital-analog 数字模拟digitalyzer 模数转换器digital 数字的digitization 数字化digitize maps 数字化地图digitized data 数字化数据digitized file 数字化文件digitized image 数字化影象digitized terrain data 数字化地面数据digitized video 数字影(图)象digitizer accuracy 数字化仪精度digitizer resolution 数字化仪分辨率digitizer workstation 数字化工作站digitizer 数字化仪digitizing 数字化digitizing board 数字化板digigtizing cursor 数字化鼠标digitizing edit 数字化编辑digitizing table;tablet 数字化板digitizing threshold 数字化阀值digraph 有向图disk space 磁盘空间disk storage 磁盘存储diskette 软磁盘disk 磁盘distributed architecture 分布式体系结构Distributed Computing Environment 分布式计算环境Distributed Data Processing 分布式数据处理Distributed Database Management System,DDBMS 分布式数据管理系统Distributed Database ;DDB 分布式数据库distributed processing 分布式处理Distributed Relational 分布式关系数据库结构Database Architecture(DRDA)districe coding 地区编码districting 分区(空间聚合)disturbed orbit 卫星轨道升交点document file 文档文件Document Image Peocessing(DIP) 文件影象处理document window 文档窗口document-file icon 文档文件图标document/page reader 光符识别仪器documentation drawing 二维绘图downloadable font 可传输字符download 文件(程序)传输(从中心机到个人微机)drafting scale 绘图比例尺drafting 绘制;绘图;草拟draft 草图;草案drainage map 水系图;流域图drainage pattern 水系类型;水网类型drainage 水系;水文要素;排水设备drape 两维数据在表面叠加产生透视图draping 两维数据叠加在透视图上drawing board 绘图板drawing entities 绘图实体Drawing Exchange Format 图形交换格式drawing extents 绘图范围drawing file 绘图文件drawing grid 绘图格网drawing interchange format 绘图交换格式drawing limits 绘图限制drawing registration 绘图对齐;绘图定位drawing sizes 图面大小;图幅尺寸drawing unit 绘图单元drawing 绘图drum plotter 滚筒式绘图机drum scanner 滚筒式扫描机duobinary coding 双二进制编码DX 90 水文地理数据格式dynamic-Link Library,DLL 动态链接库GIS专业英语常用术语(E)2008-10-03 22:25:10 作者:来源:互联网浏览次数:141 文字大小:【大】【中】【小】语音播报E-R diagram E-R图earth gravity model 地球重利模型Earth Resources Information System;ERIS 地球资源信息系统EROS 地球资源观测系统earth satellite thematic sensing 地球卫星专题遥感earth shape;figure of the earth 地球形状Earth spheroid 地球椭球体Earth spherop 地球椭球面earth surface 地球表面earth synchronous orbit 地球同步轨道earth window 地球数据窗口Earth-centered ellipsoid 地心椭球Earth-fixed coordinate system 站心坐标系EarthResource Technology Satellite 地球资源技术卫星Earthwatch 地球监视卫星ecosystem 生态系统edge join 边缘匹配edge matching 边缘匹配edge of the format;map border 图廓Electronic Data Interchange (EDI) 电子数据交换edit 编辑;修改edit verification 编辑核实edit/display on input 输入编辑/显示edit/display on output 输出编辑/显示editing 编辑effective radius of the Earth 地球有效半径eigenvector analysis 特征向量分析eigenvector 特征向量EIS process 环境影响评价过程electric mail;e-mail 电子邮件electronic bearing 电测方位electronic chart 电子海图Electric Chart and Display 电子图形显示信息系统Information System;SCDISelectronic chart data base;ECDB 电子海图数据库Electronic Data Collection 电子数据集合Electronic Data Interchange;EDI 电子数据交换electronic drawing tablet 电子绘图板electronic engraver 电子刻图机electronic imaging system电子成像系统electronic line scanner 电子扫描机electronic map 电子地图electronic publishing system 电子印刷系统Embedded QUEL 内嵌式查询embedded SQL 镶嵌式查询语言emergency run 地图翻印encipher;encode;encoding 编码enclosing rectangle (最小)封闭四边形encoding code model 编码模型encoding scheme 编码方法End Of Line 文件结束标志End Of Text 行结束标志end points 文本结束标志end user participation 终端用户参与end user 终端用户ent-to-end data system 终端站间数据系统Enhanced graphics Adapter(EGA) 增强图形适配器enhanced imagery 增强图象enhanced mode 增强模式entity 实体entity classes 实体类entity classes 实体分类entity instance 实体样品entity object 实体对象entity point 实体定位点entity relationship data model 实体关系数据模型entity relationship diagram;ERD 实体关系图Entity Relationship Model;E-R Model 实体关系模型entity set model 实体集模型entity set 实体集entity subtype/supertype 实体子类型/母类型entity type 实体类型Entity-Relationship Approach E-R法entity 实体,组织,结构entropy coding 熵编码entropy 熵(平均信息量)environmental analysis 环境分析environmental assessment 环境评价environmental cadastre 环境地籍图environmental capacity 环境容量environmental data base 环境数据库environmental data/information 环境数据/信息environmental map 环境地图environmental mapping data 环境制图数据environmental overlays 环境图environmental planning 环境规划environmental quality assessment 环境质量评价environmental remote sensing 环境遥感Eclogically Sustainable Development 生态平衡的持续发展equation item 方程项European Transfer Format(ETF) 欧洲传输格式executable file 执行文件execution 执行(程序指令)extended color 扩展彩色Extended Graphics Adapter(EGA) 增强图形适配卡Extended Graphics Array 扩展图形矩阵Extensional Database 扩展数据库external attribute table 外部属性表external data storage 外部数据存储(相对于数据库)external database file 外部数据库文件external margin 外图廓external polygon 外部多边形external program 外部程序external schema 外部模式external storage 外部存储设备GIS专业英语常用术语(F)2008-10-03 22:25:48 作者:来源:互联网浏览次数:177 文字大小:【大】【中】【小】语音播报facilities 设施;装备facility data 设施数据facility instrument 设施设备facility map 设施图facility network 设施网络facility splice 设施接合fast Fourier transform 快速傅立叶变换feature 特征Feature and Attribute Coding Catalogue 地物与属性编码目录feature attribute table 特征属性表feature bounded 边界标识地物feature class 特征分类feature codes menu 特征码清单feature codes 特征码feature coding 特征编码feature extraction 特征提取feature identifier 特征标识符feature ID 特征标识符feature instance 特征实例feature item 特征项feature marked 有标记特征feature number 特征标识符feature selection 特征选择feature separation 特征分类feature spanned 跨区特征feature supported 支持特征feature user-ID 特征用户标识码Federal Information Processing 联邦信息处理标准Standards(FIPS)Federal Information Processing Standards/ 联邦信息处理标准/空间数据转换标准Spatial Data Transfer Standard;FIPS/SDTSfield [数据]域file [计算机]文件file activity 文件活动file attribute 文件属性file compression 文件压缩file format 文件格式file fragmentation 文件分段存储file indexing 文件管理索引file integrity 文件完整性file name extension 文件扩展名file name 文件名file protection 文件保护file server protocol 文件服务器协议file server 文件服务器file set 文件集file specification 文件说明;文件说明表file structure 文件结构file system 文件系统File Transfer Protocol 文件传输协议file transfer 文件转换file-by-file compression 文件压缩filename extension 文件后缀名fill pattern 填充模式fixed length record format 定长记录格式flag 标志;特征flair point 识别点;明显地物点flap 叠置floppy disk;floppy 软盘form line 地表形态线format conversion 格式转换format line 格式行format model 格式模型format 格式formatted model 格式化模型formatting function 格式化函数;格式编排formatting 格式化formfeed 换页;格式馈给forms interface 格式界面forms processing 表格处理fractal 分数的;分形;分数维fractional map scale 分数地图比例尺fractional scale 分数比例尺frequency band 频段;频带frequency bias 频偏frequency curve 频率曲线frequency demodulation 鉴频frequency distribution 频率分布full-resolution picture全精度影(图)象,高分辨率影(图)象fully concatenated key 全连串码fully digital mapping 全数字化制图function library 功能库functional data base 功能数据库functional mapping 功能制图functional structure 功能结构fuzzy analysis 模糊分析fuzzy C-means 模糊聚类法fuzzy classifier method 模糊分类法fuzzy distance 模糊距离fuzzy intersection concept 模糊交叉概念fuzzy tolerance 模糊容限fuzzy 模糊的;失真的GIS专业英语常用术语(G)(1)2008-10-03 22:26:24 作者:来源:互联网浏览次数:396 文字大小:【大】【中】【小】语音播报Gauss plane coordinate 高斯平面坐标Gauss-Kruger coordinate 高斯-克吕格坐标Gauss-Kruger grid 高斯-克吕格格网Gauss-Kruger map projection 高斯-克吕格地图投影Gaussian coordinate 高斯坐标gazetteer 地名录general scale 基本比例尺generic term 地理通名Geo Based Information System 基于地学的信息系统geo-analysis 地理分析geo-defined unit 地理定义单元geo-distribution 地理分布geo-politic data base 行政区划数据库geo-referenced information system地理参考信息系统geobase system 地区系统geobased information system 地区信息系统geobase 地区库geobotanical cartography 地植物学制图geocartography 地理制图geocoded virtual map 地理编码虚拟图geocodes 地理编码geocode 地理编码geocoding system 地理编码系统geocoding 地理编码Geographer's Line 地理坐标网geographic aggregation 地理聚合Geographic Analysis and Display System(GADS) 地理分析显示系统Geographic Analysis Package(GAP) 地理分析软件geographic analysis/modeling capability 地理分析/模拟能力geographic analysis 地理分析geographic area boundaries 地理面积边界Geographic Area Code Index(GACI) 地理面积编码索引Geographic Base File(GBF) 地理基础文件Geographic Base File/Dual 地理底图基础文件/双重独立地图编码Independent Map Encoding(GBF-DIME)Geographic Base Information System(GBIS) 地理基础信息系统Geographic Base System(GBS) 地理基础系统geographic boundaries 地理边界geographic boundary data 地理边界数据geographic calibration 地理标准geographic center 地理中心geographic classification 地理分类geographic codes 地理坐标码geographic coding 地理编码geographic coordinates 地理坐标geographic coordinate 地理坐标geographic coverage 地理层geographic data base 地理数据库geographic data set 地理数据集geographic data structure 地理数据结构Geographic Database 地理数据库geographic data 地理数据geographic display system 地理显示系统geographic entity 地理实体geographic feature data 地理特征数据geographic feature 地理特征geographic graticule 地理坐标网geographic grid 地理网格geographic identifiers地理标识符geographic indexed file 地理索引文件geographic indexes 地理索引geographic information system 地理信息系统geographic inverse 地理位置反算geographic landscape 地理景观geographic latitude 地理纬度geographic location 地理位置geographic longitude 地理经度geographic meridian 地理子午线geographic modeling 地理模拟geographic name 地理名称geographic net 地理坐标格网geographic numbering system 地理编号系统geographic object 地理对象geographic pole 地极geographic position 地理位置geographic reference system 地理参考系统geographic reference 地理参考geographic referencing 地理参考过程geographic standardization 地理标准化geographic survey 地理测量geographic value 地理坐标值geographical coordinate 地理坐标geographical data base 地理数据库geographical general name 地理通名geographical map 地理图geographical mile 地理海哩geographical name index 地名索引transcription;geographical 地名注音法name transliterationgeographical name;place name 地名geographical network 地理格网geographical pole 地极geographical position 地理位置geographical reference system 地理坐标参考系GIS专业英语常用术语(H)2008-10-03 22:31:40 作者:来源:互联网浏览次数:164 文字大小:【大】【中】【小】语音播报halftone screen 半色调屏幕header file 头文件header label 头标header line 标题行header record 首记录header 标题hextree 分级图象数据模型hidden attribute 隐含属性hidden file 隐含文件hidden line removal 隐线消除hidden surfaces 隐面hidden variable 隐含变量hierarchical data base 分级数据库hierarchical data 分级数据hierarchical data model 层次数据模型hierarchical data structure 分级数据结构hierarchical database 分层数据库hierarchical districts 层次分区hierarchical file structure 分级文件结构hierarchical file system 分级文件系统hierarchical model 分级模型hierarchical organization 等级结构hierarchical relationship 分级关系式(数据文件结构)hierarchical sequence 层次序列hierarchical spatial relationship 分级空间关系hierarchical storage 分级存储hierarchical structure 分级结构hierarchical 分级的;层次的hierarchization 分级High Level Data Link Control 高级数据连接控制High Memory Area 高位地址内存区histogram 直方图;柱状图;频率图history 命令记录Huffman code 霍夫编码hull TIN表面Human Computer Interaction 人机交互Human Computer Interface 人机界面hypertext 电子文本;超级文本GIS专业英语常用术语(I)(1)2008-10-03 22:32:33 作者:来源:互联网浏览次数:568 文字大小:【大】【中】【小】语音播报I channel 同相信道;I通路I notation parameter 整数记号参数I-beam I指针I/O addresses 输入/输出地址I/O Character Recognition(I/O CR) 输入/输出字符识别I/O error 输入/输出错误I/O port 输入/输出端口image coding 图象编码image compression 影(图)象压缩image contrast 影象反差image coordinate 影象坐标image correlation 影象相关image data base 影象数据库image data collection 图象数据收集image data compaction 图象数据压缩image data retrieval 图象数据检索image data storage 图象数据存储image data 影(图)象数据image definition 影象清晰度(分辨力)image degradation 影(图)象退化;影(图)象衰减image description 影象描绘image digitization 图象数字化image displacement 影象位移image distortion 影(图)象失真image integrator 图象综合image intensifier 影(图)象增强器;变象管;象亮化器image intensity 图象强度image interpretation 影象判读image magnification 影(图)象放大image matching 影象匹配image processing rectification 图象处理校正复原and restorationimage processing 图象处理校正复原image ray 象点投影线image recognition 影(图)象识别image reconstruction 影(图)象重建image reconstructor 影象再现装置image registration 图象配准image representation 影(图)象显示;影(图)象再现image resolution;ground resolution 影象分辨力image scale 影象比例尺image size 影(图)象尺寸;影(图)象范围image space coordinate system 象空间坐标系image space 象空间image stack 影(图)象栈image transform 影(图)象变换image transformation 图象变换image translator 影(图)象转换器image;imagery 影象image 象,象片;影象,图象;镜象图形imagery feature 影象特征index to Names 地名索引indexed sequential file 顺序索引文件indexed 索引化的indexing索引;加下标;变址index 指标;指数;索引informatics 信息学information area 信息区information bit 信息位information center 信息中心information collection 信息采集information content 信息量information explosion 信息爆炸information extraction 信息提取information float 信息浮动information format 信息格式information management 信息管理information network 信息网information overlays 信息叠加information rate 信息传输速率Information requirement(IR) 请求信息information revolution 信息革命information science 信息科学information system 信息系统information technology(IT) 信息技术information theory 信息论information window 信息窗口infowmation 信息input area 输入区input data 输入数据input device 输入设备。

地理信息科学专业英语

地理信息科学专业英语

专业术语英译汉affine 仿射band 波段cartography 制图学clip 剪切digitizer 数字化仪DLG 数字线划图dpi 每英寸点数edgematching 边缘匹配equator 赤道equiarea 等积geoid 大地水准面geospatial 地理空间GPS 全球定位系统Habitat 栖息地Interface 接口Item 项目Latitude 纬度legend 图例longitude 经度median 中值meridian 子午线metadata 元数据neatline 图廓线Object-Based 基于对象的parcel 宗地photogrammetry 摄影测量precipitation 降水量range 范围raster 栅格resample 重采样resolution 分辨率RMS 均方根scanner 扫描仪siting 选址TIGER 拓扑统一地理编码topology 拓扑tuple 数组UTM 通用横轴墨卡托投影vector 矢量专业术语汉译英保护区protected area比例尺Scale bar标准差Standard deviation标准图幅Standard picture frame单精度Single precision地理空间数据Geospatial data点缓冲区Point buffer动态分段Dynamic segmentation度量标准Metrics多项式变换Polynomial transformation高程基准Elevation base跟踪算法Tracking algorithm规则格网Rules grid过渡带Transition zone基于位置服务Based on location service 畸形线Malformation line几何变换Geometric transformation检验图Inspection chart解析几何Analytic geometry空间要素Space element平面坐标系统Planar coordinate system曲流河Meandering river人口普查地段Census Lot上四分位数The upper quartile矢量数据模型Vector data model数据可视化data visualization数据探查Data exploration双精度Double precision水文要素Hydrological elements泰森多边型Tyson Polygons统一建模语言Unified Modeling Language投影坐标系统Projection coordinate system 线缓冲区Line buffer遥感数据Remote sensing data用材林Timber forest晕渲法Halo rendering method指北针Compass属性表Property sheet最短路径分析Shortest path analysis最小二乘法Least squares method翻译例子如下。

04主题3:定位几何图形结构

04主题3:定位几何图形结构

开放地理信息联盟抽象规范主题3:定位几何图形结构目录1. 介绍1.1 概要说明1.2 定位几何结构介绍1.3 所需的多种空间参考系1.3.1 论题2中提供的空间参考系1.3.2 空间参考系所需关联坐标系统2. 定位几何结构的要素模型2.1 定位几何概述2.1.1 两种投影方法下提取的特征2.1.2 特征保留函数的定义2.1.3 对限差的讨论2.1.4 定位几何2.2 定位几何的接口2.3 应用2.3.1 扫描地图、扫描影像和数字化图的配准2.3.2 影像配准2.3.3 线性参考系和空间参考系的使用3. 定位几何结构的抽象模型4. 今后的研究5. 附录A.WELL KNOWN结构1. 介绍1.1 概要说明 (Abstract Specification)概要说明的目的是为了创建和纪录某个概念模型,考虑到要建立实施说明(Implementation Specifications)这个概要说明应当足够详细。

根据句法对象分析和设计方法论,概要说明包括以下两个模型。

第一个也是较简单的一个模型称为要素模型(Essential Model),它的目的是建立计算机软件或系统设计与现实世界之间的理论联系。

要素模型是对世界如何运转(或将如何运转)的描述。

第二个模型,即概要说明的实质是抽象模型(Abstract Model)。

抽象模型通过模糊方式定义了一个最终的软件系统。

抽象模型是对软件如何工作的描述,它表现了在预期目标实施环境下范例的统一。

概要说明可被分成几个独立的论题体系,为的是处理学科问题之间的复杂性和通过不同的OGC技术委员会工作组帮助所研究的项目能平行发展。

事实上,这些论题是相互依存的--每一个都需要在其他论题成立的前提下才能成立。

每个论题都只有在整个概要说明的范围内考虑才是正确的。

并不是每一个论题体系都写得同样的详细。

有一部分论题成熟一些,是提出申请(Requests For Proposal,RFP)的基础,而另一部分还不成熟,需要在提出申请公布之前做附加说明。

DEM数据说明

DEM数据说明

U.S. Department of the Interior U.S. Geological SurveyOpen-File Report 2011–1073Global Multi-resolution Terrain Elevation Data 2010 (GMTED2010)Cover illustration: GMTED2010 dataset.Global Multi-resolution Terrain Elevation Data 2010 (GMTED2010)By Jeffrey J. Danielson and Dean B. GeschOpen-File Report 2011–1073U.S. Department of the InteriorU.S. Geological SurveyU.S. Department of the InteriorKEN SALAZAR, SecretaryU.S. Geological SurveyMarcia K. McNutt, DirectorU.S. Geological Survey, Reston, Virginia: 2011For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment, visit or call 1–888–ASK–USGS.For an overview of USGS information products, including maps, imagery, and publications,visit /pubprodAny use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government.Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted materials contained within this report.Suggested citation:Danielson, J.J., and Gesch, D.B., 2011, Global multi-resolution terrain elevation data 2010 (GMTED2010): U.S. Geo-logical Survey Open-File Report 2011–1073, 26 p.iiiContents Introduction (1)Existing GTOPO30 Elevation Model (1)GMTED2010 Dataset Characteristics (2)Input Data Sources (2)Data Preprocessing (5)Generalization (6)Mosaicking (7)Pixel Alignment and Grid Coordinates (7)Output Data Products (9)Data Formats (12)Generalized Elevation Products – Seamless Global Coverage (GRID) (12)Generalized Elevation Products – Tile-Based (GeoTIFF Image Format) (12)Spatially Referenced Metadata (ESRI Vector Shapefile Format) (12)Accuracy Assessment (12)Raster-Based Assessment (12)Absolute Vertical Accuracy Assessment (12)Limitations and Caveats (21)Summary (21)References Cited (22)Appendix (25)Figures1. Map showing GTOPO30 elevation model (1)2. Map showing GTOPO30 elevation sources (2)3. Map showing SRTM DTED®2 (void-filled) 1-arc-second coverage (3)4. Map showing 15-arc-second SPOT 5 Reference3D Africa coverage (4)5. Diagram showing aggregate example using the maximum value (3 x 3 processingwindow) (6)6. Diagram showing standard deviation example using blockstd routine (3 x 3 processingwindow) (7)7. Diagram showing ArcGIS mosaic – blend method (8)8. Diagram showing “Pixel center” referencing of full resolution 1-arc-second SRTMdata (8)9. Diagram showing spatial nesting of GMTED2010 pixels (8)10. Diagram showing the GMTED2010 layer extents (minimum and maximum latitude andlongitude) are a result of the coordinate system inherited from the 1-arc-second SRTMdata (10)11. Graphic showing comparison of the existing GTOPO30 and new GMTED2010 30-arc-second mean elevation product (10)12. Map showing GMTED2010 spatially referenced metadata with void polygons havinga dark dense appearance (11)iv13. Graph showing GMTED2010 mean product: 30-arc-second error statistics by source(points in red are the number of control points used for each source) (19)14. Graph showing GMTED2010 mean product: 15-arc-second error statistics bysource (points in red are the number of control points used for each source) (19)15. Graph showing GMTED2010 mean product: 7.5-arc-second error statistics bysource (points in red are the number of control points used for each source) (20)16. Graph showing GMTED2010: percent land area by source (20)17. Graph showing GMTED2010: global aggregated product accuracy (20)Tables1. Global land area percentage by source (5)2a. Input source data characteristics (5)2b. Input source data characteristics (6)3. Geographic extents, resolutions, and raster grid dimensions of GMTED2010 productlayers (9)4a. Spatially referenced metadata attribute data dictionary (11)4b. Example values - GMTED2010 spatially referenced metadata (11)5. GMTED2010 global accuracy assessment: raster-based comparison: GMTED201030-arc-second products minus GTOPO30 (meters) (12)6. Removal of outliers beyond three standard deviations from the mean differencebetween NGA control point dataset and the GMTED2010 systematic subsampleproduct (13)7. GMTED2010 absolute accuracy assessment: aggregated global data evaluation:GMTED2010 products and GTOPO30 minus NGA control points (meters) (14)8a. GMTED2010 absolute accuracy assessment by source: SRTM DTED®2: GMTED2010products minus NGA control points (meters) (15)8b. GMTED2010 absolute accuracy assessment by source: CDED1: GMTED2010 productsminus NGA control points (meters) (15)8c. GMTED2010 absolute accuracy assessment by source: CDED3: GMTED2010 productsminus NGA control points (meters) (16)8d. GMTED2010 absolute accuracy assessment by source: DTED®1: GMTED2010 productsminus NGA control points (meters) (16)8e. GMTED2010 absolute accuracy assessment by source: GTOPO30 fill data: GMTED2010products minus NGA control points (meters) (17)8f. GMTED2010 absolute accuracy assessment by source: NED: GMTED2010 productsminus NGA control points (meters) (17)8g. GMTED2010 absolute accuracy assessment by source: NED-Alaska: GMTED2010products minus NGA control points (meters) (18)8h. GMTED2010 absolute accuracy assessment by source: 15-Arc-second SPOT5 Refer-ence3D: GMTED2010 products minus NGA control points (meters) (18)8i. GMTED2010 absolute accuracy assessment by source: Greenland: GMTED2010products minus NGA control points (meters) (19)IntroductionIn 1996, the U.S. Geological Survey (USGS) developed a global topographic elevation model designated as GTOPO30 at a horizontal resolution of 30 arc-seconds for the entire Earth. Because no single source of topographic information covered the entire land surface, GTOPO30 was derived from eight raster and vector sources that included a substantial amount of U.S. Defense Mapping Agency data. The quality of the elevation data in GTOPO30 varies widely; there are no spatially-referenced metadata, and the major topographic features such as ridgelines and valleys are not well repre-sented. Despite its coarse resolution and limited attributes, GTOPO30 has been widely used for a variety of hydrological, climatological, and geomorphological applications as well as military applications, where a regional, continental, or global scale topographic model is required. These applications have ranged from delineating drainage networks and watersheds to using digital elevation data for the extraction of topographic structure and three-dimensional (3D) visualization exercises (Jenson and Domingue, 1988; Verdin and Greenlee, 1996; Lehner and others, 2008). Many of the fundamental geophysi-cal processes active at the Earth’s surface are controlled or strongly influenced by topography, thus the critical need for high-quality terrain data (Gesch, 1994). U.S. Department of Defense requirements for mission planning, geographic regis-tration of remotely sensed imagery, terrain visualization, and map production are similarly dependent on global topographic data.Since the time GTOPO30 was com-pleted, the availability of higher-quality elevation data over large geographic areas has improved markedly. New data sources include global Digital Terrain Elevation Data (DTED ®) from the Shuttle Radar Topography Mission (SRTM), Canadian elevation data, and data from the Ice, Cloud, and land Elevation Satel-lite (ICESat). Given the widespread use of GTOPO30 and the equivalent 30-arc-second DTED ® level 0, the USGS and the National Geospatial-Intelligence Agency (NGA) have collaborated to produce an enhanced replacement for GTOPO30, the Global Multi-resolution Terrain Elevation Data 2010 (GMTED2010)By Jeffrey J. Danielson and Dean B. GeschGlobal Land One-km Base Elevation (GLOBE) model and other comparable 30-arc-second-resolution global models, using the best available data. The new model is called the Global Multi-resolution Terrain Elevation Data 2010, or GMTED2010 for short. This suite of products at three differ-ent resolutions (approximately 1,000, 500, and 250 meters) is designed to support many applications directly by providing users with generic products (for example, maximum, mini-mum, and median elevations) that have been derived directly from the raw input data that would not be available to the general user or would be very costly and time-consuming to produce for individual applications. The source of all the elevation data is captured in metadata for reference purposes. It is also hoped that as better data become available in the future, the GMTED2010 model will be updated.Existing GTOPO30 Elevation ModelGTOPO30, a widely used global elevation model, was produced by the USGS and became available in 1996 (Gesch and others, 1999). GTOPO30 provides elevations for the entire global land surface on a grid every 30 arc-seconds of latitude and longitude, which is about 1-kilometer spacing at the equa-tor (fig. 1).At the time GTOPO30 was developed, and even today, no one source of topographic information covered the entire Figure 1. GTOPO30 elevation model.2 Global Multi-resolution T errain Elevation Data 2010 (GMTED2010)land surface. GTOPO30 was derived from eight raster and vector sources of varying degrees of quality with process-ing techniques differing from continent to continent (Gesch and Larson, 1998; Gesch and others, 1999) (fig. 2). Since GTOPO30 was completed, the availability of high-quality elevation data over large areas has improved markedly. These new data sources provide a substantial improvement over the inputs to GTOPO30 with respect to consistent coverage, scale, quality, and vertical accuracy.GMTED2010 Dataset Characteristics The USGS and the NGA have collaborated on the devel-opment of a notably enhanced global elevation model named the GMTED2010 that replaces GTOPO30 as the elevation dataset of choice for global and continental scale applications. The new model has been generated at three separate resolu-tions (horizontal post spacings) of 30 arc-seconds (about 1 kilometer), 15 arc-seconds (about 500 meters), and 7.5 arc-seconds (about 250 meters). This new product suite provides global coverage of all land areas from lat 84°N to 56°S for most products, and coverage from 84°N to 90°S for several products. Some areas, namely Greenland and Antarctica, do not have data available at the 15- and 7.5-arc-second resolu-tions because the input source data do not support that level of detail. An additional advantage of the new multi-resolution global model over GTOPO30 is that seven new raster eleva-tion products are available at each resolution. The new elevation products have been produced using the following aggregation methods: minimum elevation, maximum eleva-tion, mean elevation, median elevation, standard deviation of elevation, systematic subsample, and breakline emphasis. The systematic subsample product is defined using a nearest neigh -bor resampling function, whereby an actual elevation value is extracted from the input source at the center of a processing window. Most vertical heights in GMTED2010 are referenced to the Earth Gravitational Model 1996 (EGM 96) geoid (NGA, 2010). In addition to the elevation products, detailed spa-tially referenced metadata containing attribute fields such as coordinates, projection information, and raw source elevation statistics have been generated on a tile-by-tile basis for all the input datasets that constitute the global elevation model.Input Data Sources GMTED2010 is based on data derived from 11 raster-based elevation sources. The primary source dataset for GMTED2010 is NGA’s SRTM Digital Terrain Elevation Data (DTED ®2, /srtm/) (void-filled) 1-arc-second data. For the geographic areas outside the SRTM coverage area and to fill in remaining holes in the SRTM data, the following sources were used: (1) non-SRTM DTED ®, (2) Canadian Digital Elevation Data (CDED) at two resolu-tions, (3) Satellite Pour l’Observation de la Terre (SPOT 5) Reference3D, (4) National Elevation Dataset (NED) for the continental United States and Alaska, (5) GEODATA 9 second digital elevation model (DEM) for Australia, (6) an Antarctica satellite radar and laser altimeter DEM, and (7) a Greenland satellite radar altimeter DEM. Each is described below.The SRTM data cover 80 percent of the Earth’s land sur-face (all latitudes between 60°N and 56°S) (fig. 3) and provide a substantial upgrade over the primary source datasets used for GTOPO30, the older 3-arc-second DTED ®1, and Digital Chart of the World (DCW) 1:1,000,000-scale cartographic data produced by NGA. The original SRTM data processing and editing is documented in Farr and others (2007), and Slater and others (2006). The void-filled SRTM data are a revised version of the original NGA dataset that is not currentlyFigure 2. GTOPO30 elevation sources.EXPLANATIONDigital Terrain Elevation DataDigital Chart of the WorldUSGS Digital Elevation ModelsArmy Map Service MapsInternational Map of the WorldPeru MapNew Zealand DEMAntarctic Digital DatabaseGTOPO30 Source DataInput Data Sources 3publicly available. The void-filled version includes additional spike/well removal using a threshold of 60 meters (instead of the original 100 meters) with respect to the surrounding terrain and the detection and removal of phase unwrapping errors that were remnants of the original raw radar data processing. After detecting these artifacts in the data, the corresponding eleva-tion posts were voided out and then systematically replaced with an alternate source of elevation data primarily from non-SRTM DTED ®, NED, and SPOT 5. In places where no acceptable alternate source data were available and where the size of the void and the surrounding terrain were appropriate, interpolation was used to fill the void. Although most of the data voids in the 1-arc-second SRTM data have been filled by NGA, some residual voids remain where suitable source data at the required spatial resolution were not available and no interpolation was done. For these areas, GMTED2010 produc-tion included filling the residual voids in the SRTM DTED ®2 dataset with the vertical heights referenced to the EGM96 geoid.Canadian Digital Elevation Data (CDED, http://www.geobase.ca/doc/specs/pdf/GeoBase_product_specs_CDED1_3_0.pdf ) consists of an ordered array of ground or reflective surface elevations recorded in meters at regularly spaced intervals of 0.75 and 3 arc-seconds. The digital source data for CDED are extracted from the hypsographic and hydrographic elements of the National Topographic Data Base (NTDB) at scales of 1:50,000 and 1:250,000, the Geospatial Database (GDB), various scaled positional data acquired by the provinces and territories, or remotely sensed imagery. Ver-tical heights in CDED are referenced to the Canadian Vertical Geodetic Datum of 1928 (CVGD28). CDED was used as the source for areas north of lat 60°N in Canada and is available from GeoBase (http://www.geobase.ca/geobase/en/data/cded/index.html) Canada. Non-SRTM DTED ® Level 1 is a raster topographic database of terrain elevation values with post spacings every 3 arc-seconds (approximately 100 meters). The information content is approximately equivalent to the contour information represented on a 1:250,000 scale map. Non-SRTM DTED ® Level 1 is photogrammetrically-derived and produced by NGA. Vertical heights in Non-SRTM DTED ®1 are referenced to Mean Sea Level (MSL). The Non-SRTM DTED ®1 was used as the source for areas north of lat 60°N in Eurasia and for void-filling SRTM DTED ®2. SRTM DTED ®2 was used for areas below lat 60°N.SPOT 5 Reference3D (/automne_modules_files/standard/public/p453_e66fdc8d9baeb629a19beb53be67339dReference3D-Product_descriptionv5-2.pdf ) is a uniform grid of terrain elevation values that are obtained through automatic correlation of SPOT High-Resolution Stereoscopic (HRS) image pairs (Bouillon and others, 2006). SPOT 5 Reference3D is co-produced by Spot Image (/?countryCode=US&languageCode=) and the Institut Geographique National (IGN, http://www.ign.fr/), France’s national survey and mapping agency. Spot Image and IGN provided their global Reference3D collection at no cost to the USGS at a generalized 15-arc-second resolution for the sole purpose of SRTM void-filling. The method selected to generalize the Reference3D from its native resolution to the 15-arc-second resolution is based on selecting a single eleva-tion value from the Reference3D at the center of the 15-arc-second output processing window. This method is comparable to a nearest neighbor resampling technique. The 15-arc-second SPOT 5 Reference3D dataset represents the only contribu-tion to this project by a private commercial company. Vertical heights in SPOT5 Reference3D are referenced to the EGM96 geoid. The 15-arc-second SPOT 5 Reference3D was used for filling SRTM voids in Africa (fig. 4), Central America, Asia, and Australia.The National Elevation Dataset (NED, /) is a seamless dataset with the best available raster eleva-tion data of the conterminous United States, Alaska, Hawaii, and territorial islands. The NED provides elevation data in a consistent datum, elevation unit, and projection. NED data are available nationally (except for Alaska) at resolutions of 1 arc-second (about 30 meters) and 1/3 arc-second (aboutFigure 3. SRTM DTED ®2 (void-filled) 1-arc-second coverage map.4 Global Multi-resolution T errain Elevation Data 2010 (GMTED2010)10 meters), and in limited areas at 1/9 arc-second (about3 meters). Vertical heights in NED are referenced to the North American Vertical Datum of 1988 (NA VD 88). In most of Alaska, only lower resolution source data are available. Asa result, most NED data for Alaska are at the 2-arc-second (about 60-meter) grid spacing (Gesch, 2007). Vertical heights in the 2-arc-second NED for Alaska are referenced to the National Geodetic Vertical Datum of 1929 (NGVD 29). NED is produced by the USGS (/) and was used as a void-fill source for the SRTM tiles over the conterminous United States and for all areas in Alaska north of lat 60°N.The GEODATA 9 Second Digital Elevation Model (DEM, .au/meta/ANZCW0703011541.html) Version 2 is a grid of ground level elevation points covering Australia with a grid spacing of 9 seconds in longitude and latitude (approximately 250 meters) in the Geocentric Datum of Australia 1994 (GDA 94) coordinate system. GEODATA 9 Version 2 is improved over the previous version by includ-ing the national trigonometric data points in the source data and by revising the gridding procedure to model high points and breaklines more precisely. Abrupt changes in landform have also been modeled in Version 2 by incorporating cliff line data in selected areas. Vector-based data included in the gridding include 1:100,000 scale topographic spot elevation heights, 1:250,000 scale streams and contours, and national trigonometric data points supplied from the National Geo-detic Data Base (NGDB). Vertical heights in the GEODATA 9 Second Digital Elevation Model (DEM) are referenced to the Australian Height Datum (AHD). This dataset is produced by Geoscience Australia (.au/)and was used as a void-fill source for the SRTM tiles over Australia.A new elevation model for Antarctica (Bamber and oth-ers, 2008) developed at the University of Bristol (http://www. /) is distributed by the National Snow and Ice Data Center (NSIDC, /). The new Antarctica model is a grid regularly spaced at 1-kilometer intervals and has been created from combined European Radar Satellite (ERS-1) radar data and ICESat laser satellite altimetry. The ERS-1 data are from two long repeat cycles of 168 days initiated in March 1994, and the ICESat Geoscience Laser Altimeter System (GLAS) data (Zwally and others, 2007) are from February 20, 2003, through March 21, 2008. Vertical heights in the Antarctica DEM are referenced to the World Geodetic System 1984 (WGS 84) ellipsoid but were converted to the EGM96 geoid for use in GMTED2010.A gridded DEM at a 1-kilometer post spacing developed from ERS-1 and Geosat satellite radar altimetry (Bamber and others, 2001) provides the source data for the Greenland portion of GMTED2010. Where the ERS-1 and Geosat radar altimetry were lacking sufficient spatial coverage in bare rock regions, stereophotogrammetric datasets, synthetic aperture radar, and digitized cartographic maps were used. An accu-racy assessment of the Greenland DEM was completed using airborne laser altimetry that had an accuracy between 10 and 12 centimeters. The mean vertical accuracy of the Greenland DEM was determined to be –0.33 ±6.97 meters over the entire ice sheet. Depending on the input data source, the accuracy over bare rock regions ranges from 20 to 200 meters (BamberFigure 4.15-arc-second SPOT 5 Reference3D Africa coverage map.EXPLANATIONData Preprocessing 5and others, 2001). Vertical heights in the Greenland DEM are referenced to the WGS 84 ellipsoid but were converted to the EGM96 Geoid for use in GMTED2010.The percentage of the global land surface area derived from each GMTED2010 data source is displayed in table 1. GTOPO30 was used only as a source of last choice for filling residual voids in SRTM data.Data PreprocessingData characteristics such as the projection system, coor-dinate units, and horizontal and vertical datum vary among the input data sources (tables 2a and 2b). These input data characteristics (except for vertical datum) were standardized to a consistent set of parameters in order to create a seamless global elevation dataset. Every input dataset was ingested on a tile-by-tile (1° x 1°) basis and transformed to the geographic WGS84 horizontal coordinate system with their respective horizontal units converted to decimal degrees and vertical units changed to integer meters. The Project Raster tool within ArcGIS 9.3 was used to carry out the data transformation to WGS84 using a bilinear resampling option. Vertical datum dif-ferences between the input data sources were not transformed but captured in the spatially referenced metadata, except for Greenland and Antarctica, where NGA transformed the verti-cal datum.V oids in the SRTM data were filled using the Delta Sur-face Fill (DSF) method developed by NGA (Grohman and oth-ers, 2006). The DSF method replaces the void with fill source posts that are adjusted to the SRTM values found at the void interface. This process causes the fill to more closely follow the trend of the original SRTM surface while retainingthe useful characteristics from the source fill data. Atotal of 1,573 1 x 1-degree SRTM tiles with partial missing data were filled using most of the source datasets listed in table 2a. The accompanying spatially referenced metadata document the source used to fill a particular area. There were three main causes for voids in the SRTM data: a few patches of land in North America were missed because the radar sen-sor did not collect data during 10 orbits of the mission, steep slopes caused shadow layover effects, and certain areas with sandy soils (for example, northern Africa) caused poor radar returns (Farr and others, 2007).NGA received two files for the Greenland DEM (Bamber and others, 2001): (1) orthometric heights (H) and (2) cor-responding geoid heights (N) at 30-arc-second resolution. File (1) had geographic boundaries of lat 83.75° to 59.4°N,long 74° to 11°W, and file (2) had boundaries of lat 84° to 59.5°N, long 75° to 10°W. Although there was a slight offset between the files, they were aligned and both have a grid spac-ing of 36 arc-seconds in latitude and 90 arc-seconds in longi-tude. After confirming the sign convention used in the geoid height file (2), NGA recovered the WGS 84 ellipsoid heights (h) by adding the geoid height to the orthometric height: H +Table 1.Global land area percentage by source.[SRTM, Shuttle Radar Topography Mission; DTED®, Digital TerrainElevation Data; DEM, digital elevation model; CDED, Canadian DigitalElevation Data; NED, National Elevation Dataset; SPOT, Satellite Pourl’Observation de la Terre; GTOPO30, Global 30-Arc-Second ElevationDataset]Dataset Percent landarea®Antarctica satellite radar and laser altimeter DEM13.80DTED® 1 8.71CDED3 2.26CDED1 2.24Greenland satellite radar altimeter DEM 1.79NED – Alaska 1.0115-arc-second SPOT 5 Reference3D0.16GTOPO300.09NED0.01GEODATA 9 second DEM version 2**0.0004 percentTable 2a.Input source data characteristics.[SRTM, Shuttle Radar Topography Mission; DTED®, Digital Terrain Elevation Data; NGA, National Geospatial-Intelligence Agency; WGS 84, World Geodetic System 1984; CDED, Canadian Digital Elevation Data; NAD 83, North American Datum of 1983; SPOT, Satellite Pour l’Observation de la Terre; IGN, Institut Geographique National; NED, National Elevation Dataset; USGS, U. S. Geological Survey; DEM, digital elevation model; GDA 94, Geocentric Datum of Australia 1994; GTOPO30, Global 30-Arc-Second Elevation Dataset]Dataset Source organization Resolution Horizontal unit Horizontal datumSRTM DTED® 2NGA1Arc-second WGS 84 DTED® 1 NGA3Arc-second WGS 84 CDED1GeoBase - Canada0.75 Arc-second NAD 83 CDED3GeoBase - Canada3Arc-second NAD 83 15-arc-second SPOT 5 Reference3D Spot Image / IGN0.00416666Decimal degree WGS 84 NED USGS0.00027777Decimal degree NAD 83 NED – Alaska USGS0.00055555Decimal degree NAD 83 GEODATA 9 second DEM version 2Geoscience Australia0.0025Decimal degree GDA 94 Greenland satellite radar altimeter DEM University of Bristol1,000Meter WGS 84 Antarctica satellite radar and laser altimeter DEM University of Bristol1,000Meter WGS 84 GTOPO30USGS0.00833333Decimal degree WGS 846 Global Multi-resolution T errain Elevation Data 2010 (GMTED2010)N = h. All values not over Greenland were set to 0.0 (where –0.1 was coded in the orthometric height file (1)). This dataset file was then bilinearly interpolated to the inner 30-arc-second by 30-arc-second grid points. Values correspond to the center of the 30-arc-second equi-angular grid cell. The EGM96 geoid height was then subtracted from the WGS 84 ellipsoid height to produce the EGM96 orthometric height at each 30-arc-second by 30-arc-second grid point. The resulting file was then “land-flagged” using NGA land flagging software in conjunc-tion with the World Vector Shoreline continental outline file. Negative values were set to 0.0. All land values not in Green-land were eliminated and all areas outside Greenland were set to 0.0. Additional error was introduced in the coastline through the interpolation process.NGA received one file for the Antarctica DEM (Bamber and others, 2008). The DEM is on a 5,601 x 5,601 1-kilometer grid with the center at the South Pole and on a polar stereo projection with the standard parallel at lat 71°S. Elevations are with respect to the WGS 84 ellipsoid. NGA used the GEO-TRANS version 2.3 software to convert the data from polar stereographic to geodetic coordinates. The geoid undulations were computed in meters for the entire Antarctica dataset using EGM96 software with geopotential/correction coef-ficients. The geoid undulations were then subtracted from the ellipsoid heights to produce orthometric heights.GeneralizationData processing was accomplished by developing workflows in Python 2.5.1 and accessing Environmental System Research Institute’s (ESRI) ArcGIS 9.3.1 geoprocess-ing framework to perform raster and vector spatial analysis operations. The Geospatial Data Abstraction Library (GDAL), an open source image processing package, was used for the mosaic compilation of each continental area. To more effi-ciently handle the numerous input datasets and to standardize the proper sequence of processing steps, the production procedures were automated to a great extent by using preset parameter values, scripted routines, and consistent naming conventions for input and output data files.The generalization, or aggregation, approach produces reduced resolution data that represent the minimum, maxi-mum, mean, and median of the full resolution source eleva-tions within the aggregated output cell. The statistical-based products were generated using the Aggregate function within ArcGIS. The Aggregate function resamples an input raster grid to a coarser resolution based on a specified aggregation strategy (Minimum, Maximum, Mean, or Median)(fig. 5). The pixel resolution (horizontal resolution, post-spacing) of the input raster grid is multiplied by the cell factor, which corresponds to the desired pixel resolution of the output raster grid.In addition, a systematic subsampling of the full resolu-tion source data was used to produce a reduced resolution version at each of the output grid spacings. The systematic subsample product was computed using the Resample func-tion in ArcGIS with the nearest neighbor option. The standard deviation product was generated using a combination of two functions in ArcGIS. A Blockstd function was first applied thatpartitions the input raster grid into blocks, finds the standardFigure 5.Aggregate example using the maximum value (3 x 3 processing window).Table 2b.Input source data characteristics.[SRTM, Shuttle Radar Topography Mission; DTED®, Digital Terrain Elevation Data; EGM96, Earth Gravitational Model 1996; MSL, Mean Sea Level; CDED, Canadian Digital Elevation Data; CVGD28, Canadian Vertical Geodetic Datum of 1928; SPOT, Satellite Pour l’Observation de la Terre; NED, National Elevation Dataset; NA VD 88, North American Vertical Datum of 1988; NGVD 29, National Geodetic Vertical Datum of 1929; DEM, digital elevation model; AHD, Australian Height Datum; WGS 84, World Geodetic System 1984; GTOPO30, Global 30-Arc-Second Elevation Dataset] Dataset Projection system Vertical unit Vertical datum Surface type SRTM DTED® 2Geographic Integer meter EGM 96 Geoid Reflective DTED® 1 Geographic Integer meter MSL Bare-Earth CDED1Geographic Integer meter CVGD28Reflective CDED3Geographic Integer meter CVGD28Reflective 15-arc-second SPOT 5 Reference3D Geographic Integer meter EGM96 Geoid Reflective NED Geographic Decimal meter NA VD 88Bare-earth NED – Alaska Geographic Decimal meter NGVD 29Bare-earth GEODATA 9 second DEM version 2Geographic Integer meter AHD Bare-earth Greenland satellite radar altimeter DEM Polar stereographic Integer meter WGS 84 Ellipsoid Reflective Antarctica satellite radar and laser altimeter DEM Polar stereographic Integer meter WGS 84 Ellipsoid Reflective GTOPO30Geographic Integer meter MSL Bare-earth。

温度惊迫测试室系统:极端温度循环应用技术说明书

温度惊迫测试室系统:极端温度循环应用技术说明书

Temperature Shock Test ChambersSystems for Extreme Temperature Cycling2Temperature Shock Test Chambers. Systems for Extreme Temperature CyclingThe application of rapid temperature cycling is the most effective manner of creating premature failures of products in the production phase.We can si-mulate all natural temperatures which,when considering the fields of avia-tion and aerospace,range between-80°C and+220°C.Competence in temperature and climateVötsch was founded in Berlin in1929and has produced at today's location in Balingen-Frommern since1944.We at Vötsch develop and build test systems for quality assurance at the state-of-the-art of technology and taking the future into account.With our products,we also take on responsibility for the safety and quality of products in many branches of industry.Since1995,Vötsch has been a member of the Schunk bined know-how is the basis for trendsetting developments.When performing qualification tests on materials and components,the application of tests applying high and low temperatures do not always bring about satisfactory results.For rating the reliability of materials and components,additional stressing applying rapid temperature changes often offers better results.Environmental Stress Screening (ESS)is a process to provoke latent flaws in a product before it leaves the factory.Hence,ESS is always applied if the reliability of a product must be enhanced.In addition to temperature stres-sing,extremely rapid temperature cycling rates in the range of -80°C to +220°C result in the extremely high mechanical stressing of test specimens.If electronic components are exposed to this severe tempera-ture cycling,weak points are revea-led rapidly.By assigning our shock test cham-ber,you not only reduce the number of premature failures but also incre-ase the reliability of your products.It goes without saying that our sys-tems fulfil the requirements of inter-national testing standards such as DIN,IEC and MIL.ESS -tested for absolute reliabilityLife time graph of electronic componentsA =ESS moves these failures from field to factory,F =Failures,t =Time,1=Infant mortality,2=Operational lifetime,3=Wear out phaseThe principle of the vertical arrange-ment of the test zones of our shock test chamber has proved to be highly successful.A ball spindle dri-ve ensures reliable guidance of the cradle.Air guidance facilities,designed ac-cording to experience gained from the field,combined with high air circulating rates result in rapid tem-perature cycles and a uniform distri-bution of temperature in the test space.1000cycles are possible without defrosting.3BTtFt123Changing temperature according IEC 60068-2-14,Test NaT =Temperature,t =Time,T A =Lower temperature,T u =Ambient temperature,T B =Upper temperature,A =Start of first cycle,B =End of first cycle and start of second cycle,t 1=Exposure time,t 2=Transfer time4Test space volumes60l,120land300lVertical arrangement of the testzonesBall spindle drive ensures reliableguidance of the cradleCradle load20kg for VT37006S2,50kg for VT37012S2and100kg for VT37030S2Removable guards on all sides ofthe cradle protect the specimensTemperature conditioning of thehot zone from+50°C to+220°C(optional to+250°C)Temperature conditioning of thecold zone from-80°C to+70°CTemperature Shock Test Chambersof the latest generation:VT37006/7012/7030S2High air circulation rate,shorttemperature change rates andeven temperature distribution inthe test spaceVolume compensation system forlong-term operation integrated inthe machine compartmentLarge port for the supply/measurement of specimensHot chamber may also be utilizedas temperature storage chamberand cold chamber as chamberfor rapid temperature changingtestsHigh resolution colour touchpanelwith graphical display for the easyprocessing of environmentalsimulation programsMinimum energy consumptionNo compressed airrequired Operation sequence5VT 7012S3VT 7012S3with three chambersThe VT 7012S3,an innovative three-chamber system has been developed for demanding screening proces-ses,which require more than two temperature cham-bers.All test zones may be operated as individual systems.The middle zone allows the preconditioning and post conditioning of specimens.Contactless sen-sors ensure exact limit positions and guarantee perfect tightness between the individual zones and thus very low energy consumption.The VT 7012S3is equipped with an 8"colour touch panel (800x 600px).The temperature shock test cham-bers of series VT 37006/7012/7030S2are equipped standard with a 12’’colour touchpanel.The 12’’panel contains an industrial PC including the Windows software package for maximum user comfort.In addition,an easily readable CONTROLPAD*is integrated into the glass panel of the door.The CONTROLPAD*allows to start and stop test cycles,and to display temperature values of hot chamber and cold chamber.With the integra-ted process visualisation,the device function is explained in a way that is easy to understand.For extra powerful test requirements the test chamber types VT 37012S2and VT 37030S2are also available as Power-Versions with increased performance (types VT 37012P2and VT 37030P2).Comfortable operationPower-VersionsWith the optionally available S!M PATI*software,you have the optimal sys-tem for operation and control of the test system.The software not only permits evaluation and documenta-tion of the test sequences,but also allows problem-free integration of the system into a PC network.Archiving of the data and parame-ters is always ensured with the S!M PATI*software.Fully developed software6ControlsoftwareCONTROLPAD*Standard equipmentHighly efficient 32bit control and monitoring systemTemperature control using movable sensor in cradle or alternatively fixed sensor in warm or hot zone Digital I/O,4inputs/outputs Stored programmesIndependent adjustable temperature limiter t min /t max for hot zone and cold zone,for S3also for middle zoneAdjustable software temperature limiter min./max.Door with window in hot zone,for S3in the middle door Test space illuminationHermetically sealed CFC-free refrigeration circuits 1ultra-lightweight shelf incl.rails Entry portPotential-free contact for switching-off of test specimens Air-cooled resp.water-cooled refrigeration unit Status displayCradle in loading position lockedDefrosting cycles automatic and programmable Dwell time start programable Operating hour counterCycle counter /total no.of cycles /remaining run timeVT 37006/7012/7030S2PC terminal with 12’’colour touch and software S!M CONTROL*for comfortable operationCONTROLPAD*for indication of actual values Interfaces USB /EthernetMobile version (only VT 37006S2)WKD Calibration of 2temperature valuesVT 7012S38’’Colour touchpanel Serial interface RS 232WKD Calibration of 2temperature valuesOptionsSoftware S!M PATI*Analogue transducer I/OTemperature measuring on test specimenInterface RS 232<-->IEEE 488or RS 232<-->RS 422/485Interface RS 422/485(network card for test cabinet)Wire mesh and insert shelves Additional entry ports (only S2)Connection for nitrogen-inertisation/compressed air dryer Shock cooling with LN 2Compressed air unit (for S3)Refrigeration unit water-cooled resp.external air-cooled European socket Special voltagesWKD or DKD calibrationsVT 37006/7012/7030S2Temperature range extension to +250°CVT 7012S3Ethernet interface (only together with Option S!M PATI*)Colour touchpanelTechnical dataTemperature shock test chamber Type VT³7006S2VT³7012S2VT³7030S2VT7012S3Test space volume Litre60125300120Amount of zones2223Temperature range hot zone°C+50to+220+50to+220+50to+220+50to+220 Temperature range middle zone°C-------10to+90 Temperature range cold zone°C-80to+70-80to+70-80to+70-80to+70 Temperature deviation in time1)K±0.3to±1.0±0.3to±1.0Temperature homogeneity in spacerelative to the set value2)K±0.5to±2.0±1.0to±2.0Calibrated values cold zone°C-40-40-40-40 hot zone°C+125+125+125+125Test space dimensions Width mm380470770470Depth mm430650650630Height mm370410610400External dimensions Width mm8759701290960Depth mm1970235018002150Height mm1895198522202130(...)3)mm(2330)(2450)(2895)(2625)Machine unit Width mm----800--Depth mm----1920--Height mm----1920--Loading capacity max kg205010020Sound pressure level4)dB(A)58565870Refrigeration unit air-cooled water-cooledControl system S!M PAC*S!M CON/32*-NET Electrical connection3/N/PE AC400V±10%,50HzRated power kW8.5103013.5Standards–VT³7006S2+VT³7012S2+VT³7030S2MIL STD883F,meth.1010.8,severity of test A,B,C,D5),F-MIL STD810E,meth.503-IEC60068-2-14,test Na-BS2011-DIN40046,test Na-JESD22A104-CStandards–VT7012S3MIL STD883C,meth.1010.5,severity of test A,B,C,D,G-MIL STD202G,meth.107.Of course as well all standards of two-chamber versions are met.1)in middle of working space2)for the hot zone in temperature range from+50°C to+200°C,for the middle zone in temperature range from-10°C to+90°Cand for the cold zone in temperature range from-65°C to+70°C3)height of installation room necessary for operation of chamber4)measured in1m distance from the front and in1.6m height at free field measurement according to EN ISO112015)only for VT³7006S2+VT³7012S2We reserve the right of changes in construction resulting from technical progress.Some of the illustrated systems contain optional extras.Environmentally conscious designWe are convinced that our environment should be burdened as littleas possible.This attitude shows up in design and production with asolvent-free powder-coating,an asbestos-and CFC-free mineral-fibre insulation,chloride-free refrigerant and a guaranteed recyclingsystem.7Environmental Simulation Beethovenstraße 3472336Balingen-Frommern GermanyTelefon +497433303-0Telefax +497433303-4112*************·V I T -E 5/1511.11N W DQuality without limitsWe are the competent partner in environmental test technology.Besides our comprehensive standard program we plan,design and build tailor-made solutions for you in every desired version,and we do this worldwide.You can find further information and representatives worldwide atDKD-K-19501ISO/IEC17025。

学术论文写作考试题精选全文完整版

学术论文写作考试题精选全文完整版

可编辑修改精选全文完整版学术论文写作考试题1.What is term paper?In the university grade stage. It is usually accomplished under the guidance of experience teachers to gain the final credit.2.Define the readability of thesis.The text is smoothly, simple, clear chart, well-organized order and brief conclusion. 3.What are the principles and methods of selecting a subject of study?Focused up-to-date under control4.How is the first-hand source distinguished from the second-hand source?F is original opinions S is the original view reviews and comments5.What are the 4 kinds of note in the subject selection?Summary Paraphrase Direct Quotation Comment6.What are the two main kinds of outline? In what subjects do they cater to respectively?Mixed outline: used in humanities and social sciencesNumerical outline: used in science7.Give reasons of submitting a research proposalFirst, you have a good topic.Second, you have the ability to complete the paper.Third, you have a feasible research plan.8.How many components are there in the research proposal? What are they? Title Introduction Literature review Method Result Discussion Preliminary bibliography9.What is the use of literature review?Understand the background.Familiar the problemsHave a ability of preminary assessment and comprehensive the literature.10.What is abstract?Abstract is a concise and comprehensive summary or conclusion.11.What are the main components of abstract?Objective or purpose Process and methods Results Conclusion12.What is the use of conclusion in the thesis?It emphasized the most important ideas or conclusion clearly in this paper.13.What parties is the acknowledgment usually addressed to?For the tutor and teachers who give suggestion, help and support.For the sponsorFor the company or person which provide the dataFor other friends14.Specify MLA formatIt is widely used in the field of literature, history and so on.Pay attention in the original of the Reference.15.Specify Chicago formatThe subject of general format, used for books, magazines and so on.Divided into the humanities style and the author data system.16.Define footnotes.Also called the note at the end of the page. Appeared in the bottom of every page. 17.Define end-notes.Also called Concentrated note or end-notes appear in thetext.18.M:monographA: choose an article from the proceedings.J: academic journalD: academic dissertationR: research reportC: collected papersN: newspaper article19.Tell briefly about the distinctions between thesis and dissertation.Dissertation defined as a long essay that you do as part of a degree or other qualification. It refers to B.AThesis defined as a long piece of writing, based on your own ideas and research, that you do as part of a university degree. It refers to Ph.D.20.What are the general features of the thesis title?As much as possible use nouns, prep, general phrase and so on.The title can be used to express an Non-statement sentence.The first letter of the notional word in the title should be capital.Be cautious using abbreviations and try not to use punctuation marks.Remove unnecessary articles and extra descriptive words.21.What is the introduction of the research proposal concerned with?Research question Rationale Method FindingsDesign sample instruments22.How is abstract defined to American national standards institute?It is a concise summary of your work.Abstract should state the objectives of the project describe the methods used, summarize the significant findings and state the implications of the findings.23.How is thesis statement understood?It usually at the final part of the introduction in order that the readers could understood the central idea as quickly as possible. It is the point of view and attitude of the statement.1. Have a brief comment upon the study of ESPSpecial use English also called English for specific purpose. It includes tourism English, finance English, medical English, business English, engineering English, etc. In the 1960s, ESP is divided into scientific English, business English and social sciences, each branch can be divided into professional English and academic English.2. What is the research methods of literature?The external research : from society, history, age, environment and so on relationship to study.The internal research: from the works of rhyme, text, images, symbols and specific level to composed the text.3.Have a brief comment upon the study of interpretation.At present, people in the academia mainly focus on these topics, such as interpreting training, interpreting practices and so on. According to its mean of transfer, interpretation can be divided for simultaneous interpretation, consecutive interpretation, whispering interpretation; According to different occasions and interpretation, it can be divided into the meeting interpretation, contact interpretation, media interpretation,etc.4.What is the analytic method in the study of linguistics?In linguistics, analytic method means to make some analysisand decomposition on the various elements of a language according to different research purposes and requirements, and to separate them from the interconnected entirety respectively and extract general and special method.5.In what respects is phonetics studies in the current research?Study on the phonology remains to be further studied, such as Chinese language learning and English phonology, phonological number is still worth discussing. Comparative study of phonology is worth advocating. The combination of researching and teaching for phonetics is also a major focus of current research.6. What is the deductive in linguistics?Deduction is the method to deduce from the general to the special, namely from the general principles of known to conclusions about the individual objects. he deductive method is also known as the study of testing hypothesis.1.What is term paper?2.Define the readability of thesis.3.What are the principles and methods of selecting a subject of study?4.How is the first-hand source distinguished from the second-hand source?5.What are the 4 kinds of note in the subject selection?6.What are the two main kinds of outline? In what subjects do they cater to respectively?7.Give reasons of submitting a research proposal8.How many components are there in the research proposal? What are they?9.What is the use of literature review?10.What is abstract?11.What are the main components of abstract?12.What is the use of conclusion in the thesis?13.What parties is the acknowledgment usually addressed to?14.Specify MLA format15.Specify Chicago format16.Define footnotes.17.Define end-notes.18.Tell briefly about the distinctions between thesis and dissertation.19.What are the general features of the thesis title?20.What is the introduction of the research proposal concerned with?21.How is abstract defined to American national standards institute?22.How is thesis statement understood?。

USCAR_2_4

USCAR_2_4

The research data, analysis, conclusion, opinions and other contents of this document are solely the product of the authors. Neither the Society of Automotive Engineers, Inc. (SAE) nor the United States Council for Automotive Research (USCAR) certifies the compliance of any products with the requirements of nor makes any representations as to the accuracy of the contents of this document nor to its applicability for purpose. It is the sole responsibility of the user of this document to determine whether or not it is applicable for their purposes.4.10 Disposition of Samples (10)Endurance (10)4.11 Part5. TEST & ACCEPTANCE REQUIREMENTS (10)5.1 General (10)Requirements (10)5.1.1 PerformanceCharacteristics (10)5.1.2 DimensionalCharacteristics (11)5.1.3 MaterialClassifications (11)5.1.4 Temperature5.1.5 Testing Headers & Direct Connect Components (12)5.1.6 Terminal Sample Preparation (13)5.1.7 Connector and/or Terminal Cycling (14)Inspection (14)5.1.8 Visual5.1.9 Circuit Continuity Monitoring (15)5.2 Terminal - Mechanical Tests (18)5.2.1 Terminal to Terminal Engage/Disengage Force (18)5.2.2 Terminal Bend Resistance (19)5.3 Terminal - Electrical Tests (21)5.3.1 Dry Circuit Resistance (21)5.3.2 VoltageDrop (25)5.3.3 Maximum Test Current Capability (27)5.3.4 1008 Hour Current Cycling (30)5.4 Connector - Mechanical Tests (31)5.4.1 Terminal - Connector Insertion/Extraction Force (31)5.4.2 Connector-Connector Mating/Unmating Force(Non-mechanical Assist Connectors) (34)5.4.3 Connector to Connector Mating and Un-mating Forces(Connectors with Mechanical Assist) (37)5.4.4 Polarization Feature Effectiveness (39)5.4.5 Miscellaneous Component Engage/Disengage Force (40)Shock (42)5.4.6 Vibration/Mechanical5.4.7 Connector-to-Connector Audible Click (47)5.4.8 Connector Drop Test (48)5.4.9 Cavity Damage Susceptibility (48)5.5 Connector - Electrical Tests (49)Resistance (49)5.5.1 Isolation5.6 Connector Environmental Tests (50)Shock (50)5.6.1 ThermalCycling (52)5.6.2 Temperature/Humidity5.6.3 High Temperature Exposure (55)Resistance (56)5.6.4 Fluid5.6.5 Submersion (59)Leak (61)5.6.6 Pressure/Vacuum5.7 SpecialTests (63)5.7.1 Header Pin Retention (63)5.7.2 Connector Mounting Feature Mechanical Strength (65)5.7.3 Forced Fretting Test (67)5.8 Severe Duty Tests (69)5.8.1 High Pressure Spray (69)Vibration (72)5.8.2 SevereSequence (76)5.9 TestNotes (76)5.9.1 GeneralAPPENDIX A: DEFINITIONS (80)APPENDIX B: GLOSSARY OF TERMS (84)APPENDIX C: TESTS RECOMMENDED FOR NEW TOOLING, TOOLTRANSFER, OR MATERIAL CHANGE (86)APPENDIX D: TESTS FOR NEW/EXISTING TERMINAL OR CONNECTORDESIGNS (88)APPENDIX E: SOURCE LIST (89)APPENDIX F: DESIGN NOTES (90)APPENDIX G: REVISIONS (91)2. OUTLINE & GLOSSARY OF TERMS2.1 GeneralDiagrams are provided where necessary to clarify the details of the various test procedures. The tests in each section must be performed in the order given unless otherwise specified in the test request/order. Construction details for selected test fixtures and equipment are provided in this specification.A glossary of terms is provided in Appendix B. Terms defined in the definitions or glossary are capitalized (i.e. Room Temperature, Steady State, PLR, etc.). A list of definitions is provided in Appendix A.For the purposes of this specification there are only two types of electrical connectors: sealed and unsealed.3. REFERENCED DOCUMENTS REQUIRED3.1 Document HierarchyIn the event there is a conflict between performance specifications, part drawings, and other related standards or specifications, the requirements shall be prioritized as follows:1st - Applicable FMVSS requirements and other applicable state and Federal requirements.2nd - Applicable part drawings3rd - Applicable product design specification(s).4th - Automotive Industry Action Group (AIAG) Production Part Approval Process (PPAP)5th - Applicable USCAR/EWCAP performance specifications6th - Other applicable standards and specifications3.2 Part DrawingThe part drawing for each connection system component should contain or reference:All dimensional requirements (which must be in GD&T format).Performance requirements.Component part number.Reference to applicable portions of this specification.The quantity and part number of terminals used.The typical mating connector.Maximum permissible Temperature Class (per Figure 5.1.4) for which the part is intended or has been successfully tested.3.3 Product Design SpecificationThe product design specification may or may not be an integral part of the part drawing. Instructions must be included in the product design specification for any special tests required for the associated part and for any exceptions or modifications to the general specifications and requirements in this document.3.4 Test Request/Order3.4.1 Samples, Test Type and Special TestsThe laboratory test request/order shall provide location and documentation of test samples, identify the type of test to be performed (development, validation, special purpose, etc.) and describe any special tests that are not a part of this specification. Any required revisions to, or deviations from any tests in this specification must include detailed instructions for each change.3.4.2 Test Request/Order InstructionsInstructions must be included in the test request/order concerning applicable tests and the order in which the tests are to be performed if different than outlined by this specification.3.4.3 Performance and Durability Test InstructionsInstructions must be given in the test request/order concerning limits for performance and durability tests, including definition of the conditions under which those limits apply, if they are different than outlined in this specification.3.4.4 Development TestsDevelopment tests are frequently used to evaluate specific areas of the design. They are tools for evaluating design alternatives, proposed improvements, cost reduction proposals, or determining root causes of field problems.3.4.5 Validation TestsValidation tests or sample approval tests are acceptance type tests. Consideration must be given to the inherent repeatability or subjectivity of certain tests outlined by this specification before designating it as a validation or compliance test.3.4.6 Special Purpose TestsPortions of this specification may be useful for special purpose testing. For example, verifying a process or material change may, in the judgment of the Authorized Person, require only one or two specific tests, or a portion of a test, to verify that no adverse consequence resulted from the change. Any portion of a test or any combination of tests contained in this specification may be used individually or may be combined with other testing, described outside this specification, in any phase of product development, production testing, or analysis of parts from the field.3.5 Other Referenced DocumentsSAE/USCAR-20: Field Correlated Life TestSAE/USCAR-21: Performance Specification for Cable-to-Terminal Electrical CrimpsSAE/USCAR-23: Road Vehicles – 60V and 600V single core cables – Dimensions, test methods and requirementsSAE/USCAR-25: Electrical Connector Assembly Ergonomic Design CriteriaAIAG: Measurement Systems Analysis Reference ManualISO TS16949IEC 68-2-32 – Basic Environmental Test Procedures – part 24. GENERAL REQUIREMENTS4.1 Record RetentionThe supplier shall maintain a central file for the storage of laboratory reports and calibration records. Such record storage must be in accordance with established ISO TS16949 and AIAG policies and practices.4.2 Sample DocumentationAll test samples shall be identified in accordance with the requirements of ISO TS16949 and the AIAG PPAP.4.3 Sample SizeMinimum sample sizes are given for each test in this specification. A greater number of samples may be required by the test request/order. However, no part or device may be represented as having met this specification unless the minimum sample size has been tested and all samples of the group tested have met the applicable Acceptance Criteria for that test. It is never permissible to test a larger group, then select the minimum sample size from among those that passed and represent that this specification has been met.4.4 Default Test TolerancesDefault Tolerances, expressed as a percentage of the nominal value unless otherwise indicated: Temperature ± 3 o C5%=±Voltage5%=±Current5%Resistance =±Length =±5%5%Time =±5%Force =±Frequency =±5%Flow Rate = ± 5%Relative Humidity = ± 5%4.10 Disposition of SamplesShould a premature non-conformance occur during a test, contact the requesting party to determine if the test is to be continued to gain additional product experience or if testing is to be suspended or terminated. When contact cannot be immediately made, the type of test shall determine the disposition of the samples. If the test order indicates that the test is investigative in nature, continue until the requesting party or parties are available. If the test order is for sample approval or validation, stop the test until the requesting party can be contacted. If the test must be stopped or terminated for any other reason (safety, equipment failure, etc.) the Authorized Person must be contacted for concurrence before the test is restarted. The test request/order should always specify desired sample disposition at the conclusion of the applicable testing.4.11 Part EnduranceSuccessful completion of all requirements of this specification is intended to demonstrate that the design and construction of the components and connector systems tested are capable of operating in their intended vehicle environment and application.5. TEST & ACCEPTANCE REQUIREMENTS5.1 GeneralThe tests detailed in this specification are qualitative in nature and are not expected to stress any part beyond its anticipated application limit, except where tests to failure are specified.The test procedures that follow were written as stand-alone tests and may be used as such. However, they should be performed in sequence as specified in 5.8.2 – 5.8.8 via appendix C and D. Common sense is required to overcome any redundancies in sample preparation or in procedures. For example, if samples have already been prepared for the preceding test in a sequence, it should be obvious that the sample preparation step for that individual test (included so that test can be used as a stand alone test) should be skipped. Should any conflicts or questions arise concerning procedures and/or requirements, contact the Authorized Person. 5.1.1 Performance RequirementsAll connection systems must meet all performance test requirements for the appropriate Temperature Class listed in Figure 5.1.4.5.1.2 Dimensional CharacteristicsPart construction shall conform to the dimensions, shape, and detail attributes specified on the latest revision of the applicable part drawing(s).5.1.5 Testing Headers & Direct Connect ComponentsCases frequently arise where only one half of a connector, usually the female half, is available and it mates directly to a Header or to a receptacle in an electrical component or device. This presents special problems for testing. In order to completely test the electrical connection, access must be gained to the terminals in the device or header. Great care must be taken in these cases so as not to introduce leak paths that are not present in the vehicle application. Where this risk is unacceptable, or making the necessary electrical connections is not feasible, the tests normally required to verify connection integrity must be modified.Another problem sometimes arises due to the length of the terminals or buss bars in the device or header when conducting electrical tests. The general rule is to connect one of the millivolt test leads at the point where the Header or device terminal attaches to the circuit board or similar point in the device. The bulk resistance of the terminal "tail" is measured and subtracted during the connection resistance calculation.However, if there is more than one "tail" length involved, but the bulk resistance per unit length is common, it may be more convenient to attach the millivolt leads at a common distance from the connection to be measured.Therefore, in situations where there is more than 50 mm from the point of contact in the connection nearest to the Header or device to the point where the terminal "tail" or buss bar connects to the device, these two options are available. (1) Attach the millivolt lead at a convenient common distance 30 to 50 mm from the contact to be measured. Then subtract the bulk resistance of the selected common length when calculating the resistance of the associated Header or device connection. (2) Measure bulk resistance of each individual Header terminal or component buss bar from the connection to be measured to the point of millivolt lead attachment and subtract this resistance when calculating the resistance of the associated Header or device connection.When attaching millivolt leads, take care that the heat applied does not damage platings or cause stress relaxation in any connection component. Application of an appropriate heat sink may be advisable. Refer to Figure 5.1.5.Figure 5.1.5: A - Method 1 - Milli-volt Lead AttachmentIt may be that the electrical component or device being connected is not itself capable of withstanding the tests to which the connector is usually subjected. In these cases samples of just the connector receptacle portion of the device must be obtained. Then the required connections for testing can be made and sealed. Leak paths in devices may need to be sealed in order to test the integrity of mating connectors. Such modifications to the device are appropriate, but must be documented in the test report.In any case, the Authorized Person must be consulted and must approve any deviation from the normal tests of this performance specification.5.1.6 Terminal Sample PreparationTerminals used for testing are machine crimped to leads using the manufacturers recommended tools. Crimp dimension physical characteristics and mechanical pull strength shall be within tolerance as applies to the respective terminal and wire gage. Crimp both the conductor and insulation grips unless otherwise specified in the individual test procedures. Use the appropriate cable seal as applicable. Assemble insulation displacement type terminals per their manufacturer’s recommended assembly criteria. When testing Header type connectors with mating connectors, prepare samples only for the mating Female Connector (ref. Section 5.1.5). Record the crimp height and width of a representative group of samples of each terminal (except for insulation displacement type terminals) and number samples for tracking and later identification as appropriate.Crimps shall be tested and validated separately per SAE/USCAR-21 Performance Specification for Cable-to-Terminal Electrical Crimps.5.1.7 Connector and/or Terminal Cycling5.1.7.1 PurposeThis procedure preconditions a connection system pair or terminal system pair prior to a test sequence. Connectors may be subjected to repeated cycling due to in-plant and/or service repair prior to and during the life of the connector. Complete this procedure only once when conducted as part of a series of test as in section 5.10.5.1.7.2 EquipmentNone5.1.7.3 Sample PreparationNo special preparation required.5.1.7.4 ProcedureCompletely mate and un-mate each connector or terminal pair 10 times.When working with terminals only, use caution to assure that mating and unmating is done along terminal centerlines to prevent side pressure that may distort either terminal.On connectors with Shorting Bars, complete the Dry Circuit measurement across the shorted contacts (connector un-mated) per section 5.3.1. Record the number for later use in calculating the resistance change as part of the Dry Circuit Test procedure.Re-mate connectors or terminals for one last time in preparation for future test sequences or follow directions in the respective procedure to follow.5.1.7.5 Acceptance CriteriaNone5.1.8 Visual Inspection5.1.8.1 PurposeThis test is used to document the physical appearance of test samples. A comparison can then be made with other test samples. Examinations in most cases can be accomplished by a person with normal or corrected vision, and normal color sensitivity, under cool white fluorescent lighting. Photographs and/or videos are encouraged as a more complete means of documentation. An appropriately identified untested sample from each test group must be retained for post-test physical comparisons.5.1.8.2 EquipmentÖ CameraÖ Video RecorderÖMagnification Apparatus (as required)5.1.8.3 Procedure1. Visually examine each test specimen prior to testing and/or conditioning, noting in detail anymanufacturing or material defects such as cracks, tarnishing, flash, etc. When specified in the test request/order, take photographs and/or video recordings of representative samples to be tested and keep a properly labeled control sample.After testing and/or conditioning, re-examine each test sample and note in detail anyobservable changes, such as swelling, corrosion, discoloration, contact plating wear,physical distortions, cracks, etc. Compare the tested and/or conditioned samples to the control samples, the videos, and/or the photographs, recording any differences in the test report. The Authorized Person will need to provide an additional sample for this purpose.Return test samples to requestor after all tests are completed and all necessary data have been obtained.5.1.8.4 Acceptance CriteriaThe connector assemblies must not show, with the aid of 10X magnification, any evidence of deterioration, cracks, deformities, etc. that could affect their functionality or distort their appearance. Connector locking mechanisms must function without breakage. Seals must remain serviceable and the connector must be capable of being reassembled without rolling or tearing of the seal.5.1.9 Circuit Continuity Monitoring5.1.9.1 PurposeSome procedures require continuous circuit monitoring of connectors during conditioning. The purpose of circuit monitoring is to detect intermittencies caused by micro-motion and resultant wear or build-up of non-conductive debris at the contact interface. Use this procedure when specified in the individual test.5.1.9.2 EquipmentÖContinuity Tester (CT)5.2 Terminal - Mechanical Tests5.2.1 Terminal to Terminal Engage/Disengage Force5.2.1.1 PurposeThis test determines the engagement and disengaging forces associated with compatible male and Female Terminal pairs. Determination of the number of terminals that can be packaged in a given connector design without exceeding allowable Mating Force limits is largely dependent on this information. Note that this test is written so that only the first engagement and the last (10th) disengagement are recorded and used to verify compliance with the Acceptance Criteria.5.2.1.2 EquipmentÖInsertion/Extraction Force Tester with peak reading featureÖPolished Steel Gage(s) (optional)5.2.1.3 Procedure1. Completely identify and number each terminal to be tested. A minimum of 20 samples (10male and 10 female) are required. If the optional Step 8 is to be used, at least an additional10 Female Terminal samples will be required.2. Fixture one male and one Female Terminal so that proper alignment is achieved duringtesting.3. Engage the mating terminals at a uniform rate not to exceed 50 mm/min. The force shall beapplied parallel to the centerlines of the terminals. Proper alignment of the terminals iscritical to avoid side loads and binding which can adversely affect the force measurement.4. Record the peak force required to completely engage the terminal to its mating part and usethis value to verify conformance to the Acceptance Criteria of Figure 5.2.1.4.5. Disengage the mated terminals at a uniform rate not to exceed 50 mm/min. The force shallbe applied parallel to the centerlines of the terminals.6. Repeat Steps 3 & 5 nine (9) more times and record the 10th disengage force reading. Usethis value to verify conformance to the Acceptance Criteria of Figure 5.2.1.4.7. Repeat Steps 2-6 for each pair (one male and one female) of sample terminals.8. (Optional) Repeat Steps 2-7 except use the applicable gage in place of the Male Terminals.Use new Female Terminals. The applicable gage is to be of polished steel made to within .01 mm of nominal. Surface finish must be at least .076-.305 micro meters (3-12 micro inches). Polish direction must be parallel to the blade/pin length. Test the additional 10 production Female Terminal samples to determine the force correlation between polished gage and actual samples.5.3.1.2 EquipmentMicro-ohmmeter5.3.1.3 ProcedureNOTE: Take care to avoid any mechanical disturbance of mated terminal samples submitted for this test. Such disturbance could rupture any insulating film which may have developed on the contact surfaces.NOTE: If for any reason the terminals, when submitted for this test, are already contained in their mated connector housings, do not disconnect them unless otherwise directed by the Authorized Person. For terminals in mated connector housings, omit steps 1 and 5 - 7.NOTE: If the samples submitted for this test have already been subjected to any other electrical test, the purpose of this test has likely been defeated and the Authorized Person must be contacted for approval before proceeding.1. Prepare 20 (at least 10 male and 10 female) terminal samples per section 5.1.6, TerminalSample Preparation, using the largest gage size conductor and insulation thicknessapplicable to the design of the terminal to be tested.2. Do NOT mate the terminal pairs until after the millivolt leads have been attached, asdirected in Step 5. For terminals that have been subjected to prior testing, do not disconnect their connector housings or remove any terminal from its housing.3. Measure and record the resistance across 150mm of the conductor to be used for the test.For tests using a Header terminal as one half of the test connection, refer to Section 5.1.5 and measure only 75 mm of the conductor.NOTE: For attachment points exceeding 75mm per side, the extra wire resistance shall be measured and subtracted per step 8. Record the conductor resistance.4. Choose the preferred method of taking measurements (e.g. soldered sense lead or probe)and document the method chosen. In either case, the sense point T1 (Figure 5.3.1.3) must be soldered for all stranded cable. For Header type connectors, T2 is attached to theHeader terminal per Section 5.1.5. All millivolt leads must be no larger than 0.22 mm2 (24 AWG).Figure 5.3.1.4: Terminal Insertion6. Prior to mating the test terminal pairs, provision must be made for mounting them on anelectrically non-conductive surface in such a manner that the mechanical stability of the male to female interface can be maintained.7. Carefully mate the test terminal pair to the appropriate depth, as specified in Step 5 above.Use caution to assure that mating is done along terminal centerlines to prevent sidepressure that may distort either terminal. Secure the TUT to the mounting surface so that the correct insertion depth is maintained throughout the test.8. Using the appropriate equipment, measure and record the resistance between T1 and T2, asshown in Figure 5.3.1.3. Then deduct the conductor resistance to find the total connection Dry Circuit resistance.9. Verify conformance to the Acceptance Criteria of Section 5.3.1.4.5.3.1.4 Acceptance CriteriaThe Total Connection Resistance calculated in Step 8 must not exceed the values listed in section 5.3.2.4.For connectors with Shorting Bars, the change in connection series resistance of both contacts while in the “shorted” position shall be <40mΩ. Other requirements may apply depending on purpose of the shorting circuit.5.3.2 Voltage Drop5.3.2.1 PurposeThis test determines the voltage drop associated with the electrical resistance of the conductor crimp(s) and contact interface regions at nominal current conditions. This voltage drop is then used to calculate the Total Connection Resistance.5.3.2.2 EquipmentÖDigital Multimeter (DMM)ÖDC Power Supply (0-20 VDC @ 0-150 A)Ö Current shunts5.3.2.3 Procedure1. Prepare 20 (at least 10 male and 10 female) terminal samples per section 5.1.6, TerminalSample Preparation, using the largest gage size conductor and insulation thicknessapplicable to the design of the terminal to be tested.2. Complete the Connector and/or Terminal Cycling procedure per section 5.1.7 if not alreadyperformed on the sample set.3. For purposes of this test, the Male Terminal must be inserted to a precise depth into thefemale. Standard practice is that, in the worst case, there must be at least 1mm of excess insertion between the rearmost contact point with the Female Terminal and the start of any lead-in taper on the Male Terminal, as illustrated in Figure 5.3.1.4. This dimension is to be calculated from the terminal drawings by the Authorized Person, taking into account the worst case tolerances. Each Male Terminal is to be suitably marked so test personnel can make the final mating of the test terminal pairs to the correct depth. Score marks or any other marking that might introduce contaminants or alter the strength or conductivity of either terminal or the interface are not permitted. Do not use the connector housings, even unsealed, to control terminal insertion since the housings will alter heat dissipation during testing. This will compromise test repeatability and will invalidate comparisons of datacollected for various terminals.4. Prior to mating the test terminal pairs, provision must be made for mounting them on anelectrically non-conductive surface in such a manner that the mechanical stability of the male to female interface can be maintained.5. Carefully mate the test terminal pair to the appropriate depth, as specified in Step 4 above.Use caution to assure that mating is done along terminal centerlines to prevent sidepressure that may distort either terminal. Secure the TUT to the mounting surface so that the correct insertion depth is maintained throughout the test.6. Assemble the test circuit shown in Figure 5.3.2.3, Current Resistance Test Set-Up. Adjustthe power supply to provide the required test current of 5A per square millimeter ofconductor cross section for the conductor selected in Step 1. Refer to SAE Standards J1127 and J1128 or USCAR-23 for the cross sectional area of the conductor selected. More than one terminal pair may be tested in series. Refer to Figure 5.3.1.3: Connection Resistance Millivolt Lead Locations, for placement of the millivolt test leads. Record the test current used.。

洛阳二外2006年试卷真题

洛阳二外2006年试卷真题

2006年洛阳二外入学试卷笔试部分一、选出每组单词中与其它四个不同一类的单词,并将其编号卸载题前括号内。

()1.A.aunt B.husband C.granny D.woman E.wife()2.A.maths B.subject C.PE D.Chinese E.history ()3.A.bus station B.London C.hotel D. restaurant E.hospital()4.A.sky B.space C.star D.plane E.Mars ()5.A.orange juice B.water k D.tomato E.cola()6.A.bowling B.handball C.baseball D.socks E.tennis ()7.A.rice B.pizza C.sandwich D.noodles E.fork ()8.A.manger B.child C.policeman D.cleaner E.cook ()9.A.bridge B.cartoon C.play D.film E.movies ()10.A.panda B.giraffe C.ant D.horse E.sheep二、翻译下列短语:英译汉或汉译英。

1.早餐吃鸡蛋和牛奶。

2.步行去学校。

3.一架他自己的小飞机。

4.turn off the radio.5.a large tube of tooth-paste.6.spend the weekend at the seaside.三、按要求改写下了单词。

1.watch(复数)2.sun(形容词)3.women(单数)4.twenty(序数词)5.light(反义词)6.be(第三人称单数)7.jog(现在分词)8.pretty(比较级)四、选择正确答案,并将答案的标号填入题前括号内。

()1.--- are these books? ---Thirty yuan.A.How manyB.WhatC.How much()2.--- bikes are under the tree? ---There are four.A.How manyB.How muchC.What()3.This isn't schoolbag. Is dark blue.A.she's , HerB.her , SheC.her , Hers()4.What's the woman's job? She's ?A.my daughterB.at schoolC.a doctor()5.Can you show me the way the small village?A.inB.toC.near()6.Hello, are you ready for breakfast?A.Yes, I doB.Yes, I amC.Yes, I can()7.Hi, Liu Tao.What day is it today?A.It's time for lunch.B.It's TuesdayC. It's June 19.()8.What's wrong with you Nancy?A.There's something wrong with my watch.B.I'm cookingC.Yes.I am ill.()9.Hello, may I speak to Helen?A.This is Helen speaking.B.Welcome back to schoolC.Be quick()10.Look at the clock ,please. What time is it?A.Of course ,I doB.It's eight twentyC.Twenty()11.I like English. How about you?A.So do IB.I'm on duty todayC.Yes ,I do()12.How do you spend your weekends ,Ben?A.I'm from FrenchB.I often go to the parkC.I'm swimming.()13.What does he usually do ?A.He usually takes photos on Sunday.B.Yes, he doesC.Yes ,he is()14.Good morning. Are you from different counties ?A.Yes , I amB.No ,they aren'tC.No ,we are both from Australia ()15.I'm on duty today. Let's hurry.A.Be quickB. No.I don'tC. All right()16.Helen and Mike usually do homework at seven o'clock A.his B.their C.her()17.Miss Li is .She has no time rest.A.tired...forB.happy....ofC.busy....to()18.I am not hungry. I am thirty. Please give me somethingA.eatingB.to drinkC.to eat()19.It's raining hard. You'd betterA.not to go outB.going outC.not go out()20.The sweater is too expensive. I don't think I'll it .A.borrowB.tryC.take五、用句中所给词的适当形式填空。

CSP2000-B系列微机保护技术说明书

CSP2000-B系列微机保护技术说明书
四、选型指南
1、CSP2000-B系列型号说明
2、CSP2000-B系列微机保护装置选型列表
产品名称
功能介绍
型号
微机线路保护装置
三段式相间过流保护及后加速功能、反时限过流保护、过负荷保护、低电压保护、过电压保护、定时限零序过流保护、反时限零序过流保护、三相一次重合闸、PT断线告警、跳闸回路断线告警、防跳功能、故障闭锁合闸回路功能、失压闭锁合闸回路功能、100条故障事故记录、大屏幕液晶、中文汉字显示、RS485通讯接口
允许偏差±20%,纹波系数不大于5%
交流电流:额定5A或1A(订货注明)
交流电压:100V(线电压)
额定频率:50Hz
功率消耗:直流回路<8W
交流回路<0.5VA/相(In=1A)
<1VA/相(In=5A)
交流电压回路<0.5VA/相(在额定电压下)
精确测量范围:相电流0.1In–20In
零序电流0.1A–10A
①开关处于合位
2无闭锁重合闸信号
9.3闭锁重合闸条件
下面任一条件满足,闭锁重合闸:
1过负荷动作
2低电压动作
3过电压动作
4有闭锁重合闸开入信号(包括手动分闸、遥控分闸及其它外部闭锁条件)
注:合闸出口500ms后返回。
10、跳闸回路断线告警
本装置可监视断路器的控制回路,不需要再外接任何监测回路,在开关处于合闸状态下跳闸回路发断线时,装置会准确判断出并延时3秒后发出告警信号,同时在显示屏上显示故障信息,通知运行人员及时进行处理。此功能可通过控制投退设定进行设定。
CSP2000T-B
基本型+电压保护
除具有基本型功能以外,还具有低电压和过电压保护功能
CSP2000T/V-B

Location Description

Location Description

Section I - Assignment Information BR Code/Med MOS1/PMOS
BRANCHES 60-62 MEDICAL CORPS MOS Description 60N Anesthesiologist 60S Ophthalmologist 61F Internist 61H Family Practice 61J General Surgeon 61K Thoracic Surgeon 61M Orthopedic Surgeon 61N Flight Surgeon 61 P Physiatrist 61Q Therapeutic Radiologists 61R Diagnostic Radiologist 61Z Neurosurgeon 62A Emergency Room Physician 62B Filed Surgeon
Year and Month and date (20000709)
Career Field Designation/Date
Blank for AMEDD Officers
Branch
The basic branch entry – AN, MC, MS, DE, VC, CH, SP
Component
Section I - Assignment Information BR Code/Med MOS1/PMOS
BRANCH 67 MEDICAL SERVICE CORPS MOS Description 67A Health Services 67B Laboratory Sciences 67C Preventive Medicine Science 67D Behavioral Science 67E Pharmacy 67F Optometry 67G Podiatry 67J Aeromedical Evacuation BRANCH 64 VETERINARY CORPS MOS Description 64A Field Veterinary Service 64B Veterinary Preventive Medicine 64C Veterinary Laboratory Animal Medicine 64D Veterinary Pathology 64E Veterinary Comparative Medicine 64F Veterinary Clinical Medicine 64Z Senior Veterinarian (Immaterial)

横断位t2 英语

横断位t2 英语

横断位t2 英语The Transverse Tectonic Zone: A Geologic EnigmaThe Earth's surface is a dynamic canvas, sculpted by the relentless forces of plate tectonics. Amidst the grand tapestry of mountain ranges, deep ocean trenches, and volcanic islands, one particular feature stands out as a geologic enigma – the transverse tectonic zone. This enigmatic structure, known as the Transverse Tectonic Zone or simply the Transverse Zone, has captivated the attention of geologists and geophysicists alike, as it challenges our understanding of the fundamental processes that shape our planet.The Transverse Zone is a complex network of faults, fractures, and lineaments that cut across the traditional boundaries of tectonic plates. Unlike the well-understood convergent and divergent plate boundaries, where plates collide or drift apart, the Transverse Zone defies the conventional model of plate tectonics. It represents a zone of oblique or transverse motion, where the movement of tectonic plates is neither purely parallel nor perpendicular to the plate boundary.This unique configuration has profound implications for the Earth'sgeology and geodynamics. The Transverse Zone is often associated with a range of tectonic and seismic phenomena, including the formation of complex fault systems, the development of unique geological structures, and the occurrence of devastating earthquakes.One of the most remarkable aspects of the Transverse Zone is its global distribution. While the specific manifestations of the Transverse Zone may vary from region to region, it is a feature that has been observed on multiple continents and in various tectonic settings. From the western United States, where the Transverse Ranges of California disrupt the otherwise relatively simple trend of the Pacific-North American plate boundary, to the Sumatran Fault Zone in Indonesia, where the Transverse Zone intersects the Sunda Trench, the Transverse Zone has left its mark on the Earth's surface.The scientific community has long grappled with the origins and evolution of the Transverse Zone. Numerous theories have been proposed to explain its formation and the processes that sustain its existence. Some researchers suggest that the Transverse Zone may be a remnant of ancient plate boundary configurations, while others believe that it is the result of the interaction between multiple tectonic forces acting on the Earth's crust.One intriguing hypothesis posits that the Transverse Zone may be a manifestation of the Earth's deep-seated mantle dynamics. Themantle, the thick layer of semi-molten rock that lies beneath the Earth's crust, is believed to play a crucial role in shaping the surface features of our planet. The Transverse Zone, with its complex network of faults and lineaments, may be a surface expression of deep-seated mantle convection patterns or the interaction between different mantle flow regimes.Another line of investigation suggests that the Transverse Zone may be linked to the Earth's magnetic field and the way it interacts with the planet's internal structure. The Transverse Zone is often associated with regions of anomalous magnetic field patterns, leading some scientists to hypothesize that there may be a connection between the Transverse Zone and the Earth's core-mantle boundary, where the planet's magnetic field is generated.Regardless of the specific mechanisms behind its formation, the Transverse Zone remains a captivating subject of scientific inquiry. Its study has led to advancements in our understanding of plate tectonics, seismology, and the complex interactions between the Earth's interior and its surface features.As geologists and geophysicists continue to explore the Transverse Zone, new discoveries and insights are likely to emerge. The quest to unravel the mysteries of this enigmatic feature may not only deepen our knowledge of the Earth's geological history but also providevaluable clues about the dynamic processes that shape our planet's future.In the end, the Transverse Tectonic Zone stands as a testament to the enduring mysteries of our Earth. It serves as a reminder that even in an age of advanced scientific understanding, there are still profound questions waiting to be answered, and that the pursuit of knowledge is an endless journey of exploration and discovery.。

杭州恩宝办公园区

杭州恩宝办公园区

杭州恩宝办公园区项目地点:浙江省杭州市项目类型:商业办公设计时间:2017年建成时间:2020年项目规模:28,025平方米设计单位:gad杰地设计项目总监:张凯俭项目主创:宋一村建筑:康鹏飞、祖丰楠、周逸结构:李保忠、赵改改,吴瑛瑶给排水:刘亚辉、张斌暖通:张言军、潘尤贵电气:王扬、陆柏庆、杨美萍、劳晓镜景观设计:杭州园林设计院股份有限公司业主:杭州宝嘉乐网络科技有限公司摄影师:陈曦Project Location: Hangzhou, Zhejiang ProvinceProject Type: Commercial OfficeDesign Time: 2017Completion Time: 2020Project Scale: 28,025 m2Design Unit: gadProject Director: KaijianZhangProject Creator in Chief: YicunSongArchitecture: PengfeiKang, FengnanZu, YiZhouStructure: BaozhongLi, GaigaiZhao, YingyaoWuWater Supply and Drainage: YahuiLiu, BinZhangHVAC: YanjunZhang, Yougui PanElectrical: YangWang, Baiqing Lu, MeipingYang, XiaojingLao Landscape Design: Hangzhou Landscape Design Institute Co., Ltd. Client: Hangzhou Baojiale Internet Technology Co., Ltd. Photographs: Xi ChenHangzhou Enbao Office Park秩序与自由依托于杭州城西互联网产业的发展,场所营造主要从场地特殊性与未来特定的使用状态出发。

法国路面结构设计指南的英文 样本

法国路面结构设计指南的英文 样本

法国路面结构设计指南的英文样本Navigating the intricate web of road infrastructure design guidelines can be as daunting as deciphering an ancient script. Yet, for those tasked with crafting the blueprintof our urban pathways, it's an indispensable roadmap. Today, we embark on a journey through the corridors of French road structure design guidelines, seeking clarity amidst the labyrinthine regulations.The foundation of any road lies in its structural design.In France, this intricate dance between functionality and durability is meticulously outlined in the guidelines. Atits core, the design must cater to the diverse array of vehicles traversing the roads, from nimble bicycles to behemoth trucks. This necessitates a delicate balance between load-bearing capacity and surface smoothness, ensuring a seamless journey for all travelers.As we delve deeper into the nuances of French roadstructure design, we encounter a myriad of factors influencing the decision-making process. From thegeological composition of the terrain to the anticipated traffic volume, each variable leaves its indelible mark on the final blueprint. Moreover, environmental considerations loom large, with sustainable practices taking center stage in modern road design endeavors.One cannot discuss French road structure design without paying homage to the pivotal role of materials. Asphalt, the lifeblood of our modern roadways, reigns supreme in the French context. However, not all asphalt is created equal. The guidelines delineate precise specifications for asphalt mixtures, taking into account factors such as aggregate size, binder content, and compaction density. This meticulous attention to detail ensures the longevity and resilience of the road surface, even in the face of relentless traffic onslaughts.Yet, the road to perfection is fraught with challenges. Despite the exhaustive guidelines, unforeseen obstacles often rear their head during the construction phase. It is here that the expertise of engineers and architects istruly put to the test, as they navigate the delicatebalancing act between adherence to regulations and real-world exigencies. Flexibility becomes paramount, as deviations from the original plan may be necessary to overcome unexpected hurdles.In the realm of French road structure design, innovation is the lifeblood that fuels progress. From the advent of permeable pavements to the integration of smart technologies, the landscape is in a constant state of evolution. However, with innovation comes responsibility. The guidelines serve as a safeguard against reckless experimentation, ensuring that novel approaches do not compromise the integrity of the infrastructure.In conclusion, the French road structure design guidelines epitomize the marriage of tradition and innovation. Rooted in centuries of engineering prowess, yet adaptive to the ever-changing demands of the modern world, they stand as a testament to the ingenuity of human endeavor. As we bid adieu to this exploration of the labyrinthine corridors of road design, one cannot help but marvel at the intricacy of the blueprint that underpins our everyday journeys.。

设计地图英语知识点高中

设计地图英语知识点高中

设计地图英语知识点高中Designing a Map: English Knowledge Points for High SchoolIntroductionDesigning a map is an essential skill that high school students can learn to enhance their English language proficiency. In this article, we will explore various English knowledge points that can be incorporated into designing a map. These knowledge points encompass vocabulary, grammar, and language functions, providing students with a comprehensive learning experience. Let's delve into the details!1. Vocabulary EnhancementWhen designing a map, students can broaden their vocabulary by identifying and labeling different elements on the map. Here are some key vocabulary categories that can be incorporated:1.1 Landforms: Teach students to use words like mountain, valley, river, lake, and coast to describe geographical features.1.2 Buildings: Introduce terms such as school, hospital, library, post office, and supermarket to familiarize students with common landmarks in a city.1.3 Transportation: Incorporate vocabulary related to transportation, such as bus stop, subway station, airport, and taxi stand, which are essential for effective navigation on the map.1.4 Directions: Explore words like north, south, east, west, as well as terms such as left, right, straight, and turn to help students understand and give directions on the map.By integrating these vocabulary categories, designing a map can serve as an opportunity for students to reinforce and expand their English lexicon.2. Grammar PracticeThe process of designing a map can also facilitate the practice of important grammatical structures. Here are a few grammar points that can be emphasized while creating a map:2.1 Prepositions: Encourage students to accurately label locations by using appropriate prepositions, such as in, on, next to, between, and behind. For instance, they can describe a school as "on Main Street" or a park as "next to the library."2.2 Present Continuous Tense: Incorporate the present continuous tense, which describes actions happening at the moment of speaking, to indicate ongoing activities on the map. For example, students can place symbols representing people walking or cars moving to demonstrate current actions.2.3 Imperatives: Highlight imperatives as students design a map legend or key, instructing map users on how to interpret the symbols. This can involve using imperatives such as "follow," "use," or "take" to provide clear instructions.2.4 Modals: Introduce modals like can, should, and must to specify permissions, suggestions, or obligations on the map. Students can describerules for accessing certain areas or recommend points of interest using these modal verbs.By practicing grammar within the context of map design, students can reinforce their understanding of grammatical structures while engaging in a practical task.3. Language FunctionsIn addition to vocabulary and grammar, designing a map can also provide opportunities for students to practice various language functions. Here are a few examples:3.1 Giving Directions: Simulate real-life situations by asking students to create a map that guides others to a specific location. This exercise helps students practice giving clear and concise directions in English.3.2 Describing Locations: Encourage students to provide detailed descriptions of different places on the map using appropriate adjectives. This enhances their ability to effectively communicate geographic features and other characteristics.3.3 Expressing Preferences: Prompt students to include symbols or labels that represent their favorite places in town. This allows them to express personal preferences in English while designing the map.3.4 Making Comparisons: Ask students to compare and contrast various locations on the map, using comparative and superlative forms. This activity helps to strengthen their understanding of these language functions and grammatical structures.By focusing on different language functions, students can develop not only their English language skills but also their ability to use English in real-world scenarios.ConclusionDesigning a map offers an engaging and practical way for high school students to enhance their English language proficiency. By incorporating vocabulary, grammar, and language functions, students can reinforce their understanding of English knowledge points while engaging in a creative activity. This approach fosters a holistic learning experience, enabling students to apply their language skills in a meaningful context. So, let's inspire our students to embark on the exciting journey of designing English-infused maps!。

大中电器-管理手册之(企划部部门职责篇)

大中电器-管理手册之(企划部部门职责篇)

大中电器企划部组织结构管理手册·部门职能篇nce and technology enter prise s three year s acti on plan, optimize t he allocation of scientific re sources, maximum release i nnovati on potenti al of sci ence and technolog y, and strive to better enter prise i n see d industry a nd beyond, a nd m ore "new Boar d"dvanced scientifi c research a nd experiments i n pr omotion, pr omoting "pr oduce, learn, re search" devel opment. Strengthe ning gra ss-r oots agri cult ural techni cians system constr ucti on a nd ma nagement to progressively increase t he agri cult ural "sensible" 企划发展部部门职能1、企业发展规划制定,组织实施2、媒体宣传计划制定、组织实施3、报纸广告版面设计4、店面布置方案及展台设计、制作5、月促销活动策划、组织实施6、新店、加盟店选址7、分店内、外广告设计、制作8、业务流程及规章制度设计、改进,手册修改完善企划发展部岗位职责经理:1、人员招聘、培训、考核、奖惩;2、企业发展规划制定,组织实施;3、媒体宣传计划的审定;4、报纸广告版面设计的审定;5、店面布置及展台设计方案的审定;6、新店、加盟店选址;7、业务流程及规章制度设计、改进,手册修改完善;8、部门合同的签订上级:总经理下级:副经理、企划宣传经理、事业拓展经理、形象管理经理、文员副经理:1、协助经理处理各项工作;2、经理不在时的工作授权人。

电工常用单词表

电工常用单词表

英语汉语页码abbreviation缩写, 缩写词p9 absolute magnitude of绝对值21 absolute zero绝对零度68 absorbed power吸收功率101 accuracy测量精度11activate激活147addition和12algebraic代数的, 关于代数学的p129alkaline碱性的39ammeter安培计49ammeter电流表48alternate替换125alternator【机】发火装置191 ampere安培40aluminum铝63ambiguity模糊42alternator交流发电机p232 ampere安培p35amplifer放大器5ammeter电流计145analog 模拟 224ammeter电表p223ampere安培3 analog scales模拟标尺11 analogy类似, 类推p95anode[电]阳极, 正极p39analogy类比95antenna天线p111atom原子31 anticipation预期72 appendix附录22appoximate近似的11 appoximately equal to近似等于21 approach步骤,方法,接近p207 appropriate适当的52 approximation近似值69 assume假定p222 assumption假定36calculator计算机22assured确实的25 at the expense of再某物受损情况下34 atom原子、原子能31 attraction吸引力32 automatic shutoff自动关闭55 automatically自动的150 average平均185below-zero低于零p224 boldface粗体字81branch分支127 brittle易被破坏的88circuit电路6bulb灯泡50bulk大小, 体积p134 coefficient系数p70 by definition恒等于21 by virtue of由于34 cadmium镉85 calculate计算172 bulb电灯泡147 calculator计算器23 calibration证实;确证189 capability能力 才能1 capacitive filter电容器55 conductance导体82 capacitor电容器54 carburetor汽化器p231 carton硬纸盒62 conductor导体34 calculate计算, 估计, 核算215 centimeter厘米66 calculator计算器22ceramic陶瓷品73 calibration校准p189 ceramics制陶术, 制陶业p72 charger充电器53chassis底盘53 conversion变换, 转化p8circuit电路1copper铜33clarity清楚, 透明p137 clockwise顺时针的129 ceramics陶器72 coefficient系数48 coil 成圈状;盘绕 293 collision碰撞59 combine 化合 208 chassis机壳接地p228comma逗号 208 commercial商业的41current电流31circuit电路126 component组成的, 构成的p105 compound化合物73concentration浓度41 concepts概念 思想 发明7clockwise顺时针方向的130conductance电导82coefficient系数70conductivity导电性83conductor导体37 configuration构造49 configuration 结构;表面配置 215 confirm确定, 批准, 使巩固, 使有效p127constant常量32diameter直径65component零件组成部分105contributor撰稿人3conventional传统的75conversation转化19conductance传导力82conversely相反地p126conversion转变95 diode二极管52 conversion 改变,转变,变换251configuration结构,外形126configuration末端的,终点的185 conversion tables单位转换表22 drift流动35 configuration构造, 结构, 配置, 外形p126 cooper制桶工人72ductility可延展性63 core(物品)中心部分87 efficiency效率,效能103corresponding对应的18 coulomb库仑35 coulomb's law库仑定律32 counterclockwise逆时针方向的130 coverage覆盖范围27electrolyte电解质39cranking很多的, 许多的 192 cross-sectional area横截面积59 current 现时的,当前的;现行的176electron电子31conversion转换18current coils电流圈103 curve曲线44 eliminate除去66cylinder圆筒10cylindric圆筒的, 圆柱状的p39 d'Arsonval analog movement达松瓦尔模拟运动p224dashboard仪器板89decimal进的, 小数的, 以十为基础的, 十p11deliver表达127 equation公式7 demonstrate证明 论证81 denominator 分母, 命名者p20 denote指示, 表示p138depict描绘34deposit存储、堆积物117derive得自p135 current通用的41dervide派生 源于66 determinant 行列式257 determine决定19diagram图表11dial表盘p222 diameter直径p61dictate命令126 difference engine差分机6 decimal小数的16 digital-multimeter数字万用表49 dime一角(美)32 demonstrate 论证,证明 167 dimension尺寸63 dimensions尺寸、容积63diminish减少33dimmer调光器89diode电子二极管99 dissipate(云、雾、疑虑等)消散, 浪费(金p121 distribution panel配线板63 divider除法器135 divider 分配者 180diagram图表,图解140 division商12 fundamental基础的7 drain消耗44drift倾向于34fuse保险性110dial刻度盘, 钟面, 转盘p222dual 双倍的;双重的250 diameter直径61ductile柔软的63dictate指示p126 ductility延展性63 gauge标准尺, 规格, 量规, 量表p90 efficiency系统效率103 elasticity弹力31electon电子31electrode电极39 electrolyte电解, 电解液p39 electromagnetism电磁4 electromotive电动势38 dissipate消耗101elements元素48horsepower马力101dissipate驱散127elements 原理 126eliminate排除 排泄41 emit散发光(热)40emitter发射器p233 emphasize强调, 着重p11engine发动机p231drain下水道231drift流34 engineering notation工程记数法16 enormous巨大的35envelopes信封 外壳 气囊5Equals 相等,等于 130equation等式35equivaient相等的32 electrolyte电解质;电解液227 equivalent相等的, 相当的, 同意义的p141 electromotive电动势的32 electron电流95 equivalent 相等的,相同的 277electron电子126 Era耐蚀耐热合金钢p6 innovative采用新方法的1establish建立127 establishing建立 设立29eliminate排除22estimate估计, 估价, 评估p134 insulator绝缘体46evacuated疏散的29evidence证明1emphasize强调,着重131emphasize使突出;使明显208exceed超出65excessive电位计,分压计190exhibit展览 表现33enormous巨大的, 庞大的p167 expenditure支出, 花费p139 exponents指数、幂15equation方程式97expression 式;符号 152 extension扩展,延伸p229 extensive广阔的33 external force外部力33 extract提取63 era时代,年代,纪元5facet(事物的)部分,方面1factor因素, 要素, 因数, 代理人p8 magnitude大小, 数量, 巨大, 广大, 量级p19 establish建立, 设立, 安置p128 fatal致命36 malleability金属的延展性63 feasible可行的73 filament细线40filter.通常;一般190 fingernail手指甲1 evidence证词; 证据; 迹象 215 exceed超越, 胜过p145 finite有限的98fixed安排好的39 fixed resistor定值电阻76 fixed tempreture恒温60 fixed-point定点的16 flashlight手电筒50 floating-point浮点的16 metric米制的, 公制的p65 flowchart 程序框图, 操作程序图, 生产过p103 format开本, 版式, 形式, 格式p11 formation形成物18 fraction小部分, 片断, 分数p62 framework嵌, 镶, 夹, 按, 引, 接, 介, 写193 fray磨损p229 free electron自由电子33 friction摩擦力57 fundamental基础的31 fuse保险丝, 熔丝p110gage标准度量, 计量器p65 gage&guage测量65 gallium arsenide砷化硅48 gauge测量仪器91 generator发电机45 germanium锗48 GFCIs漏电保护器110 gravity重力40 greater than大于21 grounded 被禁止137 neutron中子32grounding 接地 227 format格式12helical螺旋状的p224 helium氦73hooking钩住83 horizontal axis水平轴97 notation符号38 household fixture普通装置器86 household wiring家庭电路113 nucleus原子核31 humidity 湿气,湿度293 hydrogen氢43 hydrometer液体比重计40 ohm欧姆59 hypothesis假说 假设2 identical完全相同的60 ohmmeter欧姆表83 fundamental基础的, 基本的p128 identical 同一的203 orbit轨道32fuse保险丝110gage规格65 ignition点火,发火;点火开关,发火装置191 illustrate举例说明, 图解, 加插图于, 阐明p137 gauge标准尺寸90 generator发电机141 illustrator插图画家137 parameter参数, 参量p71 immediate最接近的40impact冲击力1impart传达68 impedance 阻抗 227 implement调准;校准189 implication牵连72 imply暗示, 意味p11 inaccuracy误差p226 inconsequential不重要的35 increment增加152 indicate 指示;指出 131 indication表明,显示,标志101 individual个别的168 industry工业1infinite无限的 无穷的83initial最初的, 词首的, 初始的p23 initial settings初始设定23 hypothesis假设2 initially最初 开始1innovative新精神1insecure不安全的25insert吸引; 使发生兴趣193insertion精确189 potential difference电势差;电压37 installation安装195insulation绝缘p67ignition巨大的, 极大的, 庞大的191insulator绝缘体68 potentiometer电位计, 分压计p79 integar整数p11integral已证实的186integrate结合、整合、融合65integrated集成电路1 impact作用 影响1 integrated circuit集成电路1 interactive相互影响121interchange相互交换p131internal国内的141interval间隔的40investigate调查27investment投资230 proton质子31iridium铱10isolate使隔离, 使孤立, 使绝缘, 离析p185istance例子11italic斜体的100junction连接177radius半径32 kilowatthour千瓦时107 kilowatthour meter电能表107 Kirchhoff's current law基尔霍夫电流定律205 knob旋钮p222label标注151infinite极大的p226laboratory实验室,研究所141 ladder梯子217initially最初1layperson外行186 repel排斥32 initially最初, 开头p177 leakage currents漏电流51 repulsion排斥力32initially开头地p177innovative新颖的1less then小于21resistance电阻59Leyden jar莱顿瓶4 linearly线性的68 load负载62loop环129 resistivity抵抗力, 电阻系数p60 loop 圈,环状物 129 lowercase小写字母196 installation等价的252 low-impedance低阻抗的p228 magnetron磁电管p113 magnitude巨大 重大 量11 integral积分的, 构成整体所需要的p186 malleable可塑的63 manipulation操作 控制 伪造35 manufacturer制造商63 maripulation处理8 maximum最大值32 measurement测量,度量3 mechanical机械的59 mechanical power机械功率105 mechanism机理42 megahertz兆赫p18 semiconductor半导体48 megohmmeter兆欧记p227 mertic米制的65 investigate调查,研究150 mesh 啮合249 metallic金属(性)的p115 metric米制度65 microammeter微安表48 microwave 微波149 midrange适中范围p226 military军事的33 junction连接, 接合, 交叉点, 汇合处p177 milliammeter毫安表48 simulation假装 模拟27 milliamperes毫安 48 millivolt毫伏特p225 miniaturization小型化77 minus负的, 减的p129knob鼓起p222mode模式84 moderate适度的1modify更改, 修改p126 molecular分子的59ladder建立295 molecule分子, 些微p111movable可移动的p224 layperson完整的186 much greater than远大于21 much less than远小于21 Leyden jar蓄电器4 multiplication积12 multiplier加者, 繁殖者, 乘数, 增效器, 乘p7 loop圈,环129 multirange多刻度的p225 mutual 共有的,共同的279 nameplate名牌71 natation游泳136 negative负极的31 negative 否定的;否认138 magnitude大小;量级125 malleability金属延展性63 negligible可忽略的p223 neutron中子34 nichrome镍铬电热线88 manufacturer制造商148 Nicle镍69nipple接头52 nitrogen氮73maximum最大限度142node节点p177 terminology术语38 maximum最大值的p224node 中心点;交叉点256 nonlinear非线性的83 mechanism原理,进程150 thermistor热敏电阻68 notation标记法16nuance细微差别p230 numerous构架; 结构192 nutshell坚果壳72obvious明显的p189 metric公制的8ohm欧姆3 microwave微波149 ohmmeter欧姆计83 Ohm's law欧姆定律96 orbit轨道33 orientation方向, 方位, 定位, 倾向性p173 mode模式23 oscillate振动34 oscillations摆动55 oscilloscope示波器228outlet插座p229output输出p222outright彻底的25overriding最主要的63voltage电压31 multiplication增加12 multiplier乘数80package包、包裹26panel嵌板, 仪表板, 座谈小组, 全体p115 nameplate贴示牌71parallel平行167 parallel circuit并联电路205 negligible可以忽略的, 不予重视的p186neutron中子p32parameter参数,参量,系数131 parentheses圆括号23particle粒子31 path通路,道路,途径 184peak最大值的54 percentage效率122 permanent magnet永久磁铁p224 philosophy哲学5 photoconductive光电导的85 photoconductive cell光敏电阻68 pictorial图示的61 pipe管, 导管p126plate镀63plateau稳定状态2platinum铂10 plot绘制97plug堵, 塞, 插上, 插栓p173 plunger 活塞293polarity 极性;磁性引力 131porcelain陶瓷47portion部分227portion部分;分配126portion部分p227positive阳极的31 positive ion阳离子34potential潜能, 潜力, 电压p38 potential coils电压圈103 potential difference势差37 potential difference电动势96 potential energy势能36 potentiometer电位计, 分压计p222 power功率100 power supplies电源45powers of ten十的次幂12 precede之前p173prefix前缀17 preliminary预备的84 premium奖金137premium额外费用, 奖金, 奖赏, 保险费p137 preparation准备、预备63priority优先权27procedure 程序;手续;步骤 208proceed进行, 继续下去, 发生p173profound巨大的,深切的,深远的5 proportional成比例的59 pure纯的88 purpose 目的,意图 137quadrant象限98quadrant四分之一圆98quantity物理量60radius半径61random随意的34rate速率43rating 额定功率 188ratio比率,比例134ratio 比;比率; 134rectangle长方形117 rectangular矩形22 rectification整流45 rectifier整流器52redraw重画133 regenerative再生的5 region区域p207 regulation标准,规定的143renewed复兴的72repel抵制 相斥32repel排斥33 repulsion斥力 相斥34 repulsive forces排斥力72 resistance电阻96resistance 阻力 141 resistance 电阻器287 resiste抵抗 反抗81resistense电阻59resistivity电阻系数60resistor 电阻器220 resistor color coding电阻色环80 respect to……的方面59 reveal展现, 显示, 揭示, 暴露p130reveal显示p207reverse反向的54revolve旋转32rheostat电阻箱77rheostat变阻器77rotary转动的p225rotor交流发电机; 同步发电机; 振荡器191 rounding off四舍五入11 sample样本60scale刻度,衡量,比例p145 schematic原理图137 schematic电表,电路图p227 schematics图表p137 screw缩写; 缩写词195screw调节, 旋, 加强p222secure安心无忧无虑的83 sensitivity灵敏度1sequence连续 顺序23sequence顺序p231 severe shock昏厥36 sheet resistance薄层电阻66 shell壳;层32 short circuit短路205 shortcut设计258 shrinking收缩8siemens西门子82 significant有意义的, 重大的, 重要的p7 significant figures有效数字11 silicon硅 48simplify简化,精简;使单纯;使平易207simulate模拟p226 simulation模拟27 simultaneous同时的6sinusoidal正弦曲线p125 sketch图, 草图, 概略, 梗概, 草图, 拟p140slope斜率98 software packages软件包26 solar太阳能的43 solar cell太阳能电池39 sole独自的p189solely独自地, 单独地p222 solution 解决方法102 sophisticate改, 曲解, 使变得世故, 掺合, 弄p126 sophisticated精细的p226 specific gravity比重40 specification规格p224 sphere球体32split劈开, (使)裂开, 分裂, 分离p180stall失速的p231static静态的4 static electricity静电4 stimulate促进1storage存贮41strain压力91 strain gauges应变计90 subscript下标137 subshell亚层32 substantial物质的 材料的41 substantiate证实134 substitude代入7subtract减12subtract(~ from)减去, 减p129 subtraction减少12 subtraction差集12 sufficient充足的p227 sulfide硫化物85 sulfuric acid硫酸41 sum of和21 superconductor超导体71 superfluous多余的27 superimposed使叠加于61 supplied power提供功率101 supply 供给,供应189surge电涌51symbol符号21 system of units单位制8 systematic有系统的210 systematic网丝261 systems of units单位制8 tempt控制板, 仪表盘194 tendency趋势 趋向3terminal 末端的;终点的;极限的 287 terminology术语学p38 thallium铊73thanum镧73 theoretical理论上的p227 therefore所以21thermal热的67 thermal energy热量34 thermistor热敏电阻84tighten紧的195tighten任意的256tional分段126toaster烘炉86 tolerance容忍 宽容81tolerance公差80transformer变压器52transistor晶体管6triangle三角形69triode三极管5 troubleshooting完成,实现189 tungsten钨63typically使有必要;使正当;使恰当191uniformity同样, 一式, 一致, 均匀p129 units of measurement测量单位7 uppercase大写字母96up-scale向上加大尺度p224usage使用 对待41utilize使用1valence化合价46validate过度[量, 分, 大]的190value数值7variable变量的137 variable resistor变值电阻77 variation变动p225varistor变阻器85 vast巨大的, 辽阔的, 大量的, 巨额的p171 velocity速度35velosity速率34 verification确认, 查证, 作证p61 verified安培187version译文, 译本, 翻译p8versus对,与……相对142 vertical axis垂直轴97 vibration振动, 颤动, 摇动, 摆动p111virtually事实上5virtue长处125virtue功效125visible看得见的, 明显的, 显著的p180voltage 电压;伏特数130voltaic动电的4 voltaic cell伏打电池4voltmeter电压表48 volt-ohm-milliammeter伏-欧-毫安表49 warrant电机)转子; 动片, 转片191wattage瓦特数; 瓦数205watthour瓦时107wattmeter瓦特表103 watts瓦特107windmill风车33wiper 接帚 222 wire table电线规格表63wiring线路系统p229 wrought制作的 形成的41。

Herschel_Ground_Segment_Design_Description

Herschel_Ground_Segment_Design_Description

aESTECKeplerlaan 1 - 2201 AZ Noordwijk - The Netherlands Tel. (31) 71 5656565 - Fax (31) 71 5656040fgsddIssue1.5.doc D O C U M E N Tdocument title/ titre du documentROUND EGMENTESIGN ESCRIPTIONprepared by/préparé par HGSSE groupreference/réference FIRST/FSC/DOC/0146issue/édition 1revision/révision 5date of issue/date d’édition03/04/2006status/état Approved/ApplicableDocument type/type de document Conceptual Design DescriptionDistribution/distributionpage 2 of 80 A P P R O V A LTitle titre HERSCHEL Ground Segment System Design Description issueissue1 revisionrevision5authorauteurHGSSE:The HGSSE group is composed of:•Luis Aloy (ESTEC/HP-Project)•Kevin Galloway (ESTEC/HSC)•Gianpiero Di Girolamo (ESOC/MOC)•Ana Heras (ESTEC/HSC)•Pjotr Roelfsema (SRON/HIFI)•Micha Schmidt (ESOC/MOC)•Sunil Sidher (RAL/SPIRE)•Bart Vandenbussche (KUL/PACS) datedate03/04/06page 3 of 80approved by approuvé by Otto Bauer(PACS ICC Manager)Ken King(SPIRE ICC Manager)Peter Roelfsema(HIFI ICC Manager)John Dodsworth(H/P Ground Segment Manager)Göran Pilbratt(Herschel Project Scientist)datedatepage 4 of 80C H A N G E L O Greason for change /raison du changement issue/issue revision/revision date/dateFirst draftILT section updated in preparation of the FGSSE/EGSE meeting on the 09-10 October 2000 First Issue for ILTUpdate after HCSS SRR at ESTEC and follow-up HGSSE meetings #11, #12, #13, #14, and #15 See Issue 1.2 change record below.See Issue 1.3 change record belowSee Issue 1.4 change record belowSee Issue 1.5 change record below 0111111121234505/09/200002/10/200003/11/200010/12/200111/12/200308/06/200404/10/200403/04/2006page 5 of 80C H A N G E R E C O R DI SSUE:1R EVISION:1reason for change/raison du changement page(s)/page(s) paragraph(s)/paragraph(s) •Editorial changes•FIRST Æ Herschel•FINDAS Æ HCSS or appropriate description•relevant acronyms changed letter F into H•syntax and typosAll pages n/a•Signature list added p 3•Table of figures added p 10•Herschel Operations Scenario Document is listed as anapplicable documentp 12•Updated figures•HGS in routine phase•Overview of the communication network•HGS in ILT•HGS in IST•Concept of TM data processing (new figure) p 21 p 32 p 54 p 62 p 46•Section on commonality between instruments written p 16 2.1.4•Section on FINDAS rewritten to HCSS core services andODBMS3.1.2.9•Resolutions of TBDs, TBCs, and TBWs. Detailed of thediscussions leading to the resolution of these are recordedin MoM of HGSSE#12 and HGSSE#13.All pages•Added dataframe definition and explanation about on-board compression on-ground decompression scheme.3.1.2.8 •IST section remains largely TBC 3.3page 6 of 80C H A N G E R E C O R DI SSUE:1R EVISION:2reason for change/raison du changement page(s)/page(s) paragraph(s)/paragraph(s) •Editorial changes•Herschel GS Æ HGS•S/C Æ spacecraft•TM Æ telemetry•TC Æ telecommand•I/F Æ interface•SW Æ software•& Æ and•sub-system Æ subsystem•re-use Æ reuse•routine phase Æ routine operations phaseAll pages n/a•Syntax and typos All pages See changebars •Figure 1 updated to correct arrow directions 2.1.2 •Figure 3 updated to include Instrument-EGSE 2.2.3•PHS descriptions updated to indicate a common system that is used by all submitters of observations. 3.1.2.1.13.1.2.2•CUS: Clarify that it is the instrument specialists whodefine observing modes and building block definitions.3.1.2.1.2•Spacecraft and instrument simulator development is now the responsibility of ESOC only. 3.1.3.53.1.7•ILT phase: Clarified introduction section. 3.2.1 •IST phase: Updated to more accurately describe theproposed design.3.3C H A N G E R E C O R DI SSUE:1R EVISION:3reason for change/raison du changement page(s)/page(s) paragraph(s)/paragraph(s)•TCH and OOL ingestion into HCSS for IST phase updated. 3.3.53.3.10.2page 7 of 80C H A N G E R E C O R DI SSUE:1R EVISION:4reason for change/raison du changement page(s)/page(s) paragraph(s)/paragraph(s)•The use of the file transfer system (FTS) has been introduced (as agreed in HGSSE meeting #25). •Section on mission planning made consistent with mission planning concepts document (HGSSE AI#041203/12) 354243, 444751535441-423.1.3.2.33.1.3.63.1.3.73.1.83.1.8.33.1.8.53.1.8.73.1.3.6C H A N G E R E C O R DI SSUE:1R EVISION:5reason for change/raison du changement page(s)/page(s) paragraph(s)/paragraph(s)•Update diagrams to show that the FTS as well as the DDS is used to transfer data between the MOC and the HSC(HGSSE AI#030205/19) 24 3.1.1 (Figure 5)3.6.1.1 (Figure 17)•HGSSE#30 AI#130905/1: Handling of consolidated data updated in line with MS recommendations. 2.1.23.1.3.7.1Figure 173.6.3.13.6.43.6.8•Updated Figure 8 “Overview of communication network”with diagram provided by ESOC. Figure8page 8 of 80T A B L E O F C O N T E N T S1Introduction (13)1.1S COPE AND PURPOSE (13)1.2R EFERENCES (14)1.2.1Applicable documents (14)1.2.2Reference documents (14)1.3A CRONYMS AND D EFINITION (14)2System overview (15)2.1O PERATION CONCEPTS (15)2.1.1Geographical distribution (15)2.1.2Satellite daily telecommunication period (DTCP) (16)2.1.3Smooth transition across mission phases (18)2.1.4Commonality between instruments (18)2.2T HE H ERSCHEL G ROUND S EGMENT DESIGN CONCEPTS (19)2.2.1Introduction (19)2.2.2The Herschel Common Science System (HCSS) (19)2.2.3Smooth transition across mission phases (21)2.2.4Geographical distribution across different centres (22)3System Design (24)3.1R OUTINE OPERATIONS PHASE (24)3.1.1Introduction (24)3.1.2HCSS components (25)3.1.2.1Common Uplink System (CUS) (25)3.1.2.2Proposal Handling System (PHS) (27)3.1.2.3Mission Planning System (MPS) (28)3.1.2.4Standard Product Generation/ Quality Control Processing (SPG/ QCP) (29)3.1.2.5Configuration Control System (CC) (29)3.1.2.6Archive Browsers (30)3.1.2.7Interactive Analysis (IA) (30)3.1.2.8Quick Look Analysis (QLA) (30)3.1.2.9The HCSS core services and the ODBMS (31)3.1.3MOC system components (32)3.1.3.1Ground Station Network (33)3.1.3.2Communications (34)3.1.3.3Mission Control Centre (36)3.1.3.4Flight Dynamics Service (39)3.1.3.5Spacecraft and Instrument Simulator (40)3.1.3.6Mission Planning (42)3.1.3.7Data Distribution (43)3.1.3.8On-board software development and maintenance (45)3.1.4Real time analysis (RTA) (45)3.1.5Instrument On-board Software Maintenance (OBSM) (46)3.1.6MIB Editor (46)3.1.7Instrument simulator (46)3.1.8HSC–MOC interfaces (47)3.1.8.1The telemetry interface towards MOC (47)page 9 of 803.1.8.2The telemetry interface towards the HCSS (47)3.1.8.3The MOC software and data interface towards HSC (51)3.1.8.4MOC software and data interface towards the HCSS (52)3.1.8.5The schedule interface towards MOC (53)3.1.8.6The schedule interface towards the HCSS (53)3.1.8.7The ICC data interface towards MOC (53)3.1.8.8The ICC data interface towards the HCSS (54)3.1.9HSC—ICC interfaces (54)3.1.10HCSS—RTA interfaces (54)3.1.11HCSS—OBSM interface (55)3.1.12HCSS—MIB editor interface (55)3.2I NSTRUMENT LEVEL TEST (ILT) PHASE (56)3.2.1Introduction (56)3.2.1.1Smooth transition (56)3.2.1.2Specific HGS functions that have to be emulated (56)3.2.1.3Commonality (57)3.2.1.4The ILT set-up (57)3.2.2HCSS components for ILT (58)3.2.2.1CUS (58)3.2.2.2PHS (59)3.2.2.3MPS (59)3.2.2.4QCP (59)3.2.2.5CC (59)3.2.2.6Database browsers (59)3.2.2.7IA/ QLA (59)3.2.2.8HCSS-ODBMS (59)3.2.3EGSE-ILT components (60)3.2.3.1Test Control (60)3.2.3.2Commanding (61)3.2.3.3The Telecommand/ Telemetry Interface Unit (61)3.2.3.4On-board Software Management (61)3.2.4RTA (monitoring) (61)3.2.5Instrument On-board Software Maintenance (OBSM) (62)3.2.6MIB editor (62)3.2.7HCSS—EGSE-ILT interfaces (62)3.2.7.1Test Control interface (62)3.2.7.2OBS interface (63)3.2.7.3Telemetry interface (63)3.2.7.4Telecommand history interface (64)3.2.7.5MIB interface (64)3.2.8HCSS—RTA interface (64)3.2.9HCSS—OBS maintenance interface (64)3.2.10HCSS—MIB editor interface (64)3.3I NTEGRATED SYSTEM TEST (IST) PHASE (65)3.3.1Introduction (65)3.3.1.1Smooth transition (65)3.3.1.2Specific HGS functions that have to be emulated (65)3.3.1.3Commonality (66)3.3.1.4The IST set-up (66)3.3.2HCSS components for IST (67)3.3.2.1CUS (67)3.3.2.2PHS (68)3.3.2.3MPS (68)page 10 of 803.3.2.4QCP (68)3.3.2.5CC (68)3.3.2.6Database browsers (68)3.3.2.7IA/ QLA (68)3.3.2.8HCSS-ODBMS (68)3.3.3CCS components (68)3.3.3.1Test Control (CCS) (68)3.3.3.2Telemetry/ Telecommand FEE (68)3.3.3.3FEE (69)3.3.3.4On-board Software Management (69)3.3.4Instrument-EGSE components (69)3.3.4.1Test Control (EGSE) (69)3.3.4.2Telemetry router (69)3.3.5RTA (69)3.3.6On-board software maintenance (OBSM) (69)3.3.7MIB editor (70)3.3.8HCSS—Instrument-EGSE Interfaces (70)3.3.8.1Test Control interface (70)3.3.8.2Telemetry interface (70)3.3.9Instrument-EGSE—CCS interfaces (70)3.3.9.1Test Control interface (70)3.3.10HCSS—CCS interfaces (70)3.3.10.1OBS interface (70)3.3.10.2CCS data interface (70)3.3.10.3MIB interface (71)3.3.11HCSS—RTA interface (71)3.3.12HCSS—OBS Maintenance interface (71)3.3.13HCSS—MIB editor interface (71)3.4G ROUND SEGMENT TESTS (72)3.5L AUNCH AND EARLY OPERATIONS PHASE (LEOP) (72)3.6C OMMISSIONING PHASE (73)3.6.1Introduction (73)3.6.1.1The ground segment set-up during commissioning phase (73)3.6.2The HCSS components for commissioning phase (74)3.6.2.1CUS (74)3.6.2.2PHS (74)3.6.2.3MPS (75)3.6.2.4QCP (75)3.6.2.5CC (75)3.6.2.6Database browsers (75)3.6.2.7IA/ QLA (75)3.6.2.8HCSS-ODBMS (75)3.6.3MOC System components (75)3.6.3.1NRT Telemetry Interface (75)3.6.4RTA (75)3.6.5On-board Software Maintenance (OBSM) (76)3.6.6MIB editor (76)3.6.7HSC—MOC interfaces (76)3.6.8ICC@MOC—MOC interfaces (76)3.6.9HSC—ICC@ICC interfaces (76)3.6.10ICC@ICC—ICC@MOC interfaces (76)3.7C ALIBRATION/ PERFORMANCE VERIFICATION PHASE (78)page 11 of 803.8S CIENCE DEMONSTRATION PHASE (78)3.9P OST-OPERATIONS PHASE (79)3.9.1Introduction (79)3.9.2HCSS components in post-operations (79)3.9.3RTA (79)3.9.4On-board software Maintenance (OBSM) (80)3.9.5MIB Editor (80)3.9.6HSC—ICC interfaces (80)4Feasibility and resource estimates (80)page 12 of 80T A B L E O F F I G U R E SF IGURE 1:T HE H ERSCHEL G ROUND S EGMENT C ENTRES (17)F IGURE 2:T HE H ERSCHEL C OMMON S CIENCE S YSTEM (20)F IGURE 3:T HE HGS SMOOTH TRANSITION BETWEEN PHASES (21)F IGURE 4:T HE HCSS DISTRIBUTION ACROSS CENTRES (23)F IGURE 5:T HE HGS IN THE ROUTINE OPERATIONS PHASE (24)F IGURE 6:T HE ABSTRACTION LEVELS OF THE CUS (26)F IGURE 7:T HE H ERSCHEL MOC S YSTEM (33)F IGURE 8:O VERVIEW OF THE COMMUNICATION NETWORK (35)F IGURE 9:R EPRESENTATIVE MOC C OMPUTER AND N ETWORK CONFIGURATION FOR H ERSCHEL (37)F IGURE 10:S TANDARD S IMULATION I NFRASTRUCTURE (41)F IGURE 11:S IMULATOR SOFTWARE STRUCTURE (41)F IGURE 12:M ISSION PLANNING FLOW (42)F IGURE 13:T HE DDS STRUCTURE (44)F IGURE 14:T HE CONCEPT OF TELEMETRY DATA PROCESSING (49)F IGURE 15:T HE HGS IN ILT (58)F IGURE 16:T HE HGS IN IST (67)F IGURE 17:T HE HGS IN COMMISSIONING PHASE (74)F IGURE 18:T HE HGS IN POST-OPERATIONS PHASE (79)page 13 of 80 1INTRODUCTION1.1Scope and purposeThis document describes the top-level design of the Herschel Ground Segment (HGS). The HGS mandate is defined in the FIRST Science Management Plan [AD-1] and is elaborated upon in the Herschel Space Observatory Operations Scenario Document [AD-2].This document identifies the major systems and functional subsystems of the HGS and goes into some detail in the identification of the interfaces between these systems/ subsystems.The document covers the HGS design for the following Herschel mission phases: instrument level tests (ILT), integrated system tests (IST), ground segment tests, in-orbit operation and post operation. In-orbit operations covers the launch and early operations phase (LEOP), commissioning, calibration/ performance verification, science demonstration and routine operations phases. A description of these phases can be found in [AD-2].This document serves a number of purposes:•To document the HGS top level design for all relevant parties, i.e. Project, the Herschel Science Centre (HSC), the Instrument Control Centres (ICCs) and the Mission Operations Centre (MOC),•To identify the systems, functional subsystems and interfaces of the HGS,•To identify the systems/ subsystems and interfaces which are to be reused over different phases of the Herschel mission in accordance with the concept of smooth transition (see section 2.1.3),•To provide some insight into the physical design of the major HGS systems/ subsystems.This document is intended for:•The HGS managers who need to get a broad understanding of the HGS design.•The HGSSE to identify interface requirements and ICDs between the HGS systems and functional subsystems.•The architects of the different HGS systems in order to provide an understanding of the constraints placed by the entire HGS on their own system.This document does not constitute the architectural design document of any of the HGS systems or functional subsystems.This document is structured as follows:•Section 2 introduces the operation concepts (2.1) and consequent design concepts (2.2) which drive the HGS design as a whole.•Section 3 presents the HGS design for all of the Herschel mission phases which the HGS has to support, with a description of the main components and interfaces in each phase.•Section 4 discusses the HW resources aspects (TBW)page 14 of 801.2References1.2.1Applicable documents[AD-1]FIRST Science Management Plan (SMP), ESA/SPC(97)22, 20 August 1997.[AD-2]Herschel Space Observatory Operations Scenario Document, FIRST/FSC/DOC/0114, Issue 1.2, 17 March 2003.1.2.2Reference documents[RD-1]FIRST Operations Interface Requirements Document (OIRD), SCI-PT-RS-07360, Issue 2.0,12 July 2001.[RD-2]HCSS Glossary of Terms, FIRST/FSC/DOC/0120, Issue 1.1, 15 March 2001.[RD-3]Telemetry and Telecommand Packet Utilisation Standard, ECSS-E-70/41, Draft 03, March 1999. [RD-4]Packet Structure ICD, SCI-PT-ICD-7527, Issue 3.0, 2 April 2003.1.3Acronyms and DefinitionThe definition of acronyms for the HGS can be found in [RD-2] and accessed athttp://astro.esa.int/SD-general/Projects/Herschel/hscdt/documents/index.html#ReqDocpage 15 of 80 2SYSTEM OVERVIEW2.1Operation conceptsThis section identifies the satellite tests and operations concepts that drive the HGS design. They are: •Geographical distribution•Satellite daily telecommunications period (DTCP)•Smooth transition across ILT, IST, in-orbit and post mission phases•Commonality between instrumentsThis section is largely an extract from [AD-2]. The operational concepts are presented here in order to make this document self-standing and easier to read.2.1.1Geographical distributionDuring the in-orbit and post mission phases the HGS will be deployed over the following operational centres:•The Mission Operations Centre (MOC). The MOC is responsible for all aspects of spacecraft operation as well as the safety of the instruments (in-orbit phase only). This includes:•Generating all commands to be uplinked to the satellite based on input from the HSC, the ICCs and the MOC’s own subsystems.•Receiving, recording for safekeeping, consolidation of the telemetry data and making this telemetry data available to the rest of the HGS.•Ensuring the health and safety of the satellite and all its subsystems, including that of the science instrument complement.•Maintaining the instrument and spacecraft databases shared by the MOC, ICCs, and HSC.•Maintaining the SCOS-2000 system used by the MOC and the ICCs.•The Herschel Science Centre (HSC) is the single-point interface to the outside world for all Herschel observatory matters. In particular, it is responsible for:•Issuing calls for observing time proposals, and the handling of proposals.•Providing general community support throughout all mission phases, acting as single-point input.•Giving support to ESA Public Relations and science communications activities.•Coordinating cross-calibration between the Herschel instruments, and between Herschel and other facilities.•Performing detailed scientific mission planning.•Providing quality control information on all observational data.•Providing, managing, and maintaining the central Herschel database, and all the HSC software subsystems,•Populating the Herschel database with characterisation, science, and operational data,page 16 of 80 •Providing the framework and the interfaces with the astronomer for all community interaction, e.g.for information gathering, proposing, data browsing and retrieval, on-demand data processing, and generation of quick-look products,•Ensuring overall ground segment consistency with respect to instrument configuration, including the instrument on-board software,•The Instrument Control Centres (ICC, at least one centre per instrument) are responsible for the successful operation of their respective instruments, and for making possible the processing of the resulting data. The ICCs are responsible for most instrument related operational issues; instrument monitoring and calibration, developing and maintaining instrument specific software and procedures, and supporting instrument operations. Each ICC performs tasks dedicated to their particular instrument.In particular the responsibilities include:•The monitoring of instrument development, testing, characterisation and calibration.•Status and health monitoring, and maintenance of the instrument.•The provision to the HSC of instrument ‘time estimators’ and command generation facilities.•The maintenance of the instrument on-board software that has been generated and validated by the instrument teams.•The provision of all software required for error correction, calibration, and generally for the scientific processing of the data from the instruments, including interactive analysis tools and scripts and/ or ‘recipes’ allowing the generation of ‘standard’ data products.•Instrument calibration i.e. all aspects of the instrument calibration during all phases of the mission. The HGS is decentralised. The assumptions are that the MOC will be located at ESOC, and the ICCs at (or near) the PI institutes while the HSC will be located at a suitable location in an ESA member state, e.g. Vilspa (Spain).The HGS operational centres and their interfaces are presented in the Figure 1. The figure introduces the notion of consolidated telemetry, near real-time (NRT) telemetry and the ICC@MOC operational centre. These terms are explained in section 2.1.2 below.2.1.2Satellite daily telecommunication period (DTCP)A spacecraft operational day (OD) is defined to be 24 hours. The ground coverage of the spacecraft during an OD will be limited to a few hours (nominally 3 hours in the routine operations phase). This period of ground contact is referred to as the daily telecommunication period (DTCP). During all ODs (including the DTCP) the spacecraft will record all of the spacecraft and instruments telemetry on solid state mass memory. The recorded telemetry of the last (OD) will be downloaded during the DTCP. During this period, the spacecraft will also transmit the live spacecraft and instruments telemetry.page 17 of 80Figure 1: The Herschel Ground Segment Centres.Consequently, during a given DTCP the spacecraft will transmit to MOC (via the ground station) four different telemetry data flows which are summarised in the following table:Live HK TM HK TM generated during the DTCP and downlinked liveLive Science TM Science TM generated during the DTCP and downlinked liveDump HK TM HK TM generated during the previous OD and downloaded during DTCP Dump Science TM Science TM generated during the previous OD and downloaded during DTCPThe MOC will make available the telemetry received from the ground station in NRT (i.e. with a delay limited to the time needed by MOC to relay a telemetry packet) and later in a consolidated form.The consolidation of telemetry takes place over a period of time. Consolidated telemetry data will be guaranteed by MOC to be:•Complete and transmission error free over the consolidation period (to the extent that the telemetry data have been successfully received on the ground, i.e. data lost in the space/ ground link will not berecovered),page 18 of 80 •(On–board generation) time ordered.For all instrument calibration that can be carried out offline and for science activities, the ICCs will normally work from consolidated telemetry. The HSC is expected to work exclusively from consolidated telemetry.For instrument operation purposes, the ICCs will be interested in monitoring the live telemetry of their own instruments in NRT during certain phases of the mission (commissioning) or following emergencies.For NRT telemetry monitoring to make sense, it should be associated with the possibility for the ICCs to command their instruments in real-time, i.e. during the period of ground coverage. Real time commanding of an instrument will only be possible from the MOC mission control system which leads to having the ICCs real-time operations located at the MOC (ICC@MOC).Consequently, the following types of telemetry data flow originating from MOC need to be considered:Near Real Time (NRT) TM data flow TM distributed as is and as soon as received by MOC. It consists of live TM (HK and science).Consolidated TM data flow TM made available after consolidation over a period of time.spacecraft HK, instruments HK and science can be consolidatedseparately.2.1.3Smooth transition across mission phasesTo facilitate the transfer of knowledge and procedures, as well as for reducing conversion efforts, it is very desirable to have the same (or at least a similar) environment through all Herschel mission phases from ILT to post operations.In the ILT phase, the instrument teams will be performing the first characterisation of their instruments. In the subsequent IST phase, the integrated satellite system will be tested. In both phases a special test set-up will be created to command the spacecraft (IST only), the instruments and the test environments. The commanding and the handling of the test outcomes in ILT shall closely resemble the final operational environment. The ILT and IST set-up should subsequently smoothly adapt into the in-orbit phase operations environment.The in-orbit phase operational environment related to the HSC and the ICCs is then expected to support, largely as is, the post mission phase. In particular the science and instrument calibration data should be made available to the science community, using the in-orbit phase operational environment.2.1.4Commonality between instrumentsCommonality between instruments may simplify the design of the ground segment, especially during the different test phases where the instruments are more directly connected to other components in the ground segment without being shielded by the spacecraft command and data management subsystem (CDMS).page 19 of 80The three Herschel instruments share the following:•The way they are commanded, i.e. the three instruments follow the packet utilisation standard (PUS) [RD-3] telecommand format [RD-4] and the telecommand database structure, and•their telemetry format (PUS telemetry format [RD-4]).This in turn allows common development of the ground segment infrastructure in terms of instrument test facilities, the so called electrical ground segment equipment (EGSE-ILT and Instrument-EGSE) and in the Herschel common science system (HCSS) as far as the instrument commanding and the interfaces with the EGSE-ILT are concerned.2.2The Herschel Ground Segment design concepts2.2.1IntroductionAt the highest level, the HGS is split into a number of systems, which interface with each others in order to support the HGS operation from ILT phase to post mission phase.The systems are the following:•the Herschel Common Science System (HCSS) which supports the functions common to instrument and science operations from ILT phase to post-mission phase. (see section 2.1.3).•the MOC System which supports the MOC operations,•the ILT Electric Ground Support Equipment (EGSE-ILT) which supports the test executions in ILT, •the Central Checkout System (CCS) which, together with Instrument-EGSE (derived from the EGSE-ILT) supports test execution in IST.,•the Real Time Analysis (RTA) system which complements the HCSS in the area of instrument housekeeping telemetry real-time analysis.•the On-board Software Maintenance (OBSM) system which complements the HCSS in the area of instrument on-board software maintenance.Each of these systems and their interfaces during the different mission phases will be described in section 0. This section will further detail these systems only to explain how they support the two main HGS operational concepts: smooth transition across phases (see section 0) and geographical distribution (see section 2.2.4)The HCSS is key to supporting these operational concepts.2.2.2The Herschel Common Science System (HCSS)The HCSS groups all HGS functionalities that are common to the science and instruments operations. It includes the major following functions:•Definition of proposals and observations•Scheduling of observations•Observations commanding generationpage 20 of 80 •Analysis of the instrument science data•Processing and quality assessment of observation science data•The storage and retrieving of all instrument and science relevant dataEach of these major functions is implemented by an HCSS subsystem or component. The HCSS includes the following subsystems:•Common uplink system (CUS): Allows definition of observation templates and observation commanding generation for all 3 instruments.•Proposal handling system (PHS): Allows definition of proposals and observation requests for all 3 instruments.•Mission planning system (MPS): Allows scheduling of observations for all 3 instruments. •Configuration control system (CC): Allowsconfiguration control of HCSS data, software and documentation.•Database browsers: Allows browsing of the data in the HCSS archive.•Interactive analysis (IA): Allows interactive analysis of the observation data produced by an instrument. •Quick look analysis (QLA): This is a subset of IA used by the ICCs. It allows a quick look assessment of data from science and tests observations•Standard product generation/ Quality control processing (SPG/ QCP): This is a subset of IA used for producing standard data products and performing quality assessment for observation science data.At the heart of the HCSS is an object-oriented database management system (ODBMS) for storage and retrieval (querying) of all the Herschel mission artefacts relevant to science and instrument operations. This ODBMS will act as a data server for each of the HCSS subsystems defined above as well as for RTA and the OBSM. All of the above HCSS subsystems will interact directly with the ODBMS or via specific object servers to retrieve and/ or store their input and output data.。

欧洲地基规范1

欧洲地基规范1

1General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11.1 Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11.2 Definitions and Notations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11.2.1Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11.1.2 Symbols and Notations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21.3 Basic Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21.3.1 Strength and Stiffness . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21.3.1.1 Strength Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31.3.1.2 Allowable Stress Procedures . . . . . . . . . . . . . . . . . . . . . . 31.3.1.3 Performance-Based Procedures . . . . . . . . . . . . . . . . . . . . 31.3.2 Serviceability . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31.3.3 Self-Straining Forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41.3.4 Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41.3.5 Counteracting Structural Actions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41.4 General Structural Integrity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41.4.1 Load Combinations of Integrity Loads . . . . . . . . . . . . . . . . . . . . . . . . 41.4.1.1 Strength Design Notional Load Combinations . . . . . . . . 41.4.1.2 Allowable Stress Design Notional LoadCombinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41.4.2 Load Path Connections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41.4.3 Lateral Forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41.4.4 Connection to Supports . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41.4.5 Anchorage of Structural Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51.4.6 Extraordinary Loads and Events . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51.5 Classification of Buildings and Other Structures . . . . . . . . . . . . . . . . . . . . . . . . . 51.5.1 Risk Categorization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51.5.2 Multiple Risk Categories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51.5.3 Toxic, Highly Toxic, and Explosive Substances . . . . . . . . . . . . . . . . . 51.6 Ad ditions and Alterations to Existing Structures . . . . . . . . . . . . . . . . . . . . . . . . . 61.7 Load Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61.8 Consensus Standards and Other Referenced Documents . . . . . . . . . . . . . . . . . . 60 规范内容简介 (1)1 总则 (7)1.1 适用范围 (7)1.2 定义和解释 (7)1.3 基本要求 (7)1.3.1 强度和刚度 (7)1.3.2 适用性 (8)1.3.3 自应变 (8)1.3.4 分析 (8)1.3.5 结构抗力的作用981.4 结构的整体稳固性1.4.1 结构整体稳固性验算的荷载组合 (9)1.4.2 传力路径的连接 (9)1.4.3 侧向力 (9)1.4.4 支承上的连接 (9)1.4.5 结构墙的锚固 (9)1.4.6 偶然事件的荷载 (10)71.5 建筑物和其他结构的分类 (10)1.5.1 风险级别 (10)1.5.2 复杂风险类型 (11)1.5.3 毒、剧毒、爆炸性物质 (11)1.6 既有建筑物的维护和改造 (11)1.7 荷载试验 (11)1.8 引用标准和其他文件 (11)规范内容简介美国2010 年新版荷载规范ASCE/SEI 7-10“Minimum Design Loads for Buildings and Other Structures”共分 31 章和4个附录以及使用说明。

  1. 1、下载文档前请自行甄别文档内容的完整性,平台不提供额外的编辑、内容补充、找答案等附加服务。
  2. 2、"仅部分预览"的文档,不可在线预览部分如存在完整性等问题,可反馈申请退款(可完整预览的文档不适用该条件!)。
  3. 3、如文档侵犯您的权益,请联系客服反馈,我们会尽快为您处理(人工客服工作时间:9:00-18:30)。

Location and Format Independent DistributedAnnotations for Collaborative ResearchFabio Corubolo, Paul B. Watry and John HarrisonUniversity of Liverpool, Liverpool, L69 3DA, United Kingdom{corubolo, p.b.watry, john.harrison}@Abstract. This paper describes the development of a distributed annotation sys-tem which enables collaborative document consultation and creates new accessto otherwise hard to index digital documents. It takes the annotations one stepfurther: not only the same types of annotations are available across file formats,but robust references to the documents introduce format and location independ-ence, and enable the attachment even when the document has been modified.These features are achieved using standards of the digital library systems, anddon’t require modification of the original documents or impose further restric-tions, thus being infrastructure independent. Integration into the Kepler work-flow system allows annotating workflow results, and the automatic creation andindexing of annotations in document oriented workflows, which can be used asa flexible way to archive and index collections in the Cheshire3 search engine.1 IntroductionIn an era when digital documents are to a great extent replacing paper, there is a strong need for improved annotation tools which cover a range of annotation types, including good authoring tools, on a variety of common document formats.The primary aim of this work is to use digital library resources as the basis for col-laborative research; therefore, the investigation has looked into how existing digital library developments can be used to support distributed, spontaneous collaborations. In particular, technologies which will enable research community users to annotate documents and other peoples’ data and share these annotations with others in a sim-ple, spontaneous way. The result will support research collaborations within scholarly communities which are intellectually cohesive but geographically distributed.Our work builds and extends Multivalent annotations [1], which will allow users to annotate shared documents, in numerous ways, and to share these annotations without any special prior arrangement or significant systems overhead and creates new access to otherwise hard to index digital documents, such as images.The system, developed in the context of the JISC funded VRE programme, takes the annotations one step further: not only the same types of annotations are available across file formats, but robust references to the documents introduce format and loca-tion independence, and enable the attachment also when the document has been modi-fied, thanks to a novel use of lexical signatures [2]. These features don’t require modi-fication of the original documents or impose further restrictions, and thus can beadopted without any additional infrastructures. The system can be inserted in many contexts, including situations where the original files do not support annotations or must remain intact, as in a digital preservation environment. Also, the casual users need not feel intimidated when adding annotations as there is no risk of altering the original document.Integration of the key components into the Kepler workflow system [3] introduces the idea of annotating workflow results, and allows the automatic creation and index-ing of annotations in document oriented workflows, that can be used as a flexible way to archive and index collections in the Cheshire3 search engine [4].Due to the modular structure of the system, it will be possible to integrate alterna-tive software components (e.g. a different workflow, database or document browser).2 MethodologyThe methodology followed aims to maintain a clear separation between the compo-nents and to adopt the relevant standards:•Web services for the Cheshire3 workflow connector and the lexical signature ser-vice. These services are application specific, enabling reuse at a service level. •The SRW standard search protocol for searching and retrieving the annotations. •The XML Schema formally describes the annotations. The structure has been built to be extensible and application-agnostic.•The XML Digital Signatures to assure provenance and authenticity. The signature is applied optionally by the client (the Fab4/Multivalent browser) to the entire an-notation.The annotation schema consists in an envelope for the annotation body, which is con-sidered to be application dependant (in XML, text or binary format), containing: •The generic annotation metadata, using Dublin Core and some specific metadata(annotation format, generating application, nature of the annotation).•The digital signature applied to the annotation as a whole, so that both the body and the metadata are digitally signed.•The annotated resource element, the main feature identifying the referenced docu-ment. This consists of multiple identifiers, permitting different levels of attach-ment. These include the document URI, binary digest, lexical signature [2], and textual contents digest.The different identifiers, together, allow the attachment of the annotations according to different rules, which can be defined by the user (for example: attach to the same exact document, same location, same content, or similar document, in case of partial changes to the content).The format independence is achieved using the textual content digest which nor-mally does not change across file formats. Afterwards, an SRW query to the database system allows retrieving all the annotations for a specific textual content. Other ad-vanced methods, involving the document structure, will be implemented in the future.Fig.1.The system connection diagram shows the interaction between the three main compo-nents. The infrastructure independency is highlighted by the use of web services.Use cases considered during the development include: peer review, scholars need-ing to disseminate knowledge bases and virtual collaboration environments for stu-dents and researchers. An exemplar, based on the AHDS-derived “Designing Shake-speare” collection, has been developed; the Tavistock Institute has conducted a user study involving a community of students, researchers, and systems administrators.3 ResultsThis system is now included in the default distribution of the Fab4 browser, publicly available [5].The annotations are robustly attached, and thus:•Location independent: the same file will always share the same notes, independ-ently of where it resides (web server, local file system, email attachment etc.) •Format independent: a PDF and text version of the same document share the same annotations.•Robust to document changes: the same annotations can be attached to a document even if its contents are modified.The annotations are always distributed to all the copies of the document, without the need to redistribute or modify the original file, a great advantage for spontaneous col-laboration. This differs from other annotation systems which apply the notes to the original file and require the redistribution of the file on every annotation. Further-more, the annotations are robustly attached to the contents of the document, using Robust Locations [6].Fig.2. A view of an annotated Open Document File in Fab4/Multivalent. In the annotations list on the left the trusted ones are highlighted.The digital signature and a trust system guarantee the secure attribution and origi-nality of the annotations so that the provenance can be trusted and proved. This could be further extended to enable the application of trusted actions to documents in a peer review system (e.g. “approved for publishing”) or in other similar use cases.A search interface, built on the Cheshire3 system, allows retrieval of the annota-tions, and, through them, of the referenced documents. This in fact creates new paths to the retrieval of digital objects.Acknowledgements: This work was supported by the JISC VRE programme. References1. Phelps, T., Wilensky, R.: Multivalent Annotations. In Procs. First European Conference onResearch and Advanced Technology for Digital Libraries, 1997.2. Phelps, T., Wilensky, R.: Robust Hyperlinks: Cheap, Everywhere, Now. In Lecture Notes inComputer Science. Proceedings of Digital Documents and Electronic Publishing, 2000.3. The Kepler Project: /4. The Cheshire3 Information Framework: /5. The Liverpool VRE project web pages: /VRE/6. Phelps, T., Wilensky, R.: Robust Intra-document Locations:/w9cdrom/312/312.html。

相关文档
最新文档