DECART Quality Measurement Tools
|
|
|
- Arron Blake
- 10 years ago
- Views:
Transcription
1 DECART Quality Measurement Tools João João Matos, Alexandre Gonçalves, Ricardo Sousa, Jaime Martins Instituto Superior Técnico
2 MOTIVATION 0
3 TO ILLUSTRATE THE APPLICABILITY OF THE CONCEPTS IN: Quality Principles; Quality Evaluation Procedures. TO PRESENT AN EXPLORATORY STUDY ON THE STRUCTURE OF A GENERIC QUALITY EVALUATION SOFTWARE..
4 OBJECTIVES FOR A GENERIC QUALITY EVALUATION SOFTWARE EXEMPLIFICATION FOR REAL CASES PROTOTYPE OF DECART IN IN A CAD ENVIRONMENT PROTOTYPE OF DECART IN IN A GIS ENVIRONMENT
5 1 OBJECTIVES FOR A GENERIC QUALITY EVALUATION SOFTWARE
6 CONFORMANCE TO 19113,19114 USE OF THE QUALITY ELEMENTS AND SUBQUALITY ELEMENTS COMPLETENESS CONSISTENCY POSITIONAL ACCURACY TEMPORAL ACCURACY THEMATIC ACCURACY
7 CONFORMANCE TO 19113,19114 USE OF THE CONCEPTS QUALITY EVALUATION METHOD DIRECT EVALUATION --EXTERNAL EVALUATION --INTERNAL EVALUATION REPORTING AS METADATA OR Q.E. REPORT
8 OPERATIONAL ISSUES SIMPLE MEASUREMENTS (NOT (NOT DEPENDENT DEPENDENT OF OF EXPENSIVE, EXPENSIVE, UNAVAILABLE UNAVAILABLE OR OR COMPLEX COMPLEX REFERENCE REFERENCE MEASUREMENTS) MEASUREMENTS) AUTOMATION EASYNESS OF REPORTING INTEGRATION ON THE PRODUCT LIFECYCLE
9 OPERATIONAL CONSTRAINTS DEPENDENCY ON AN UNDERLYING SOFTWARE DEPENDENCY ON METADATA APPLICATION
10 OPERATIONAL CONSTRAINTS MANY RESULTS ARE LIKELY TO NEVER BE REPORTED (e.g. (e.g. SOME SOME TOPOLOGICAL CONSISTENCY RESULTS, FORMAT CONSISTENCY). QEP CAN LEAD TO A REPORT OR TO THE EXECUTION OF THE PROCEDURES LEADING TO THE CONFORMANCE
11 2 INTERNAL EVALUATION
12 SPECIFICATIONS LINES LINES IN IN LAYER LAYER abc abc SHOULD SHOULD FORM FORM CLOSED CLOSED POLYGONS POLYGONS LINES LINES IN IN LAYER LAYER def def SHOULD SHOULD FORM FORM A CONNECTED CONNECTED GRAPH GRAPH LINES LINES IN IN LAYER LAYER ghi ghi ARE ARE RED RED AND AND WITH WITH LINETYPE LINETYPE CONTINUOUS CONTINUOUS ALL ALL POLYGONS POLYGONS OF OF THE THE THEME THEME HOUSES HOUSES SHOULD SHOULD HAVE HAVE A SPOT SPOT HEIGHT HEIGHT INSIDE INSIDE RAILWAYS RAILWAYS DO DO NOT NOT INTERSECT INTERSECT HOUSES HOUSES ELEVATIONS ELEVATIONS ARE ARE ALLWAYS ALLWAYS HIGHER HIGHER THAN THAN 0 AND AND LOWER LOWER THAN THAN 2000M 2000M CONTOURS CONTOURS ARE ARE HORIZONTAL HORIZONTAL LINES LINES......
13
14
15 3 EXTERNAL EVALUATION
16 De validação da carta 1/1000 de Lisboa.
17 Completeness Coefficient ICIST C = Qr Q + Q o r *100 Qr - represented quantity Qo - ommited quantity De Estudo para Validação da Carta 1/1000 de Lisboa (PROET).
18 COUNT ICIST Result of counting the number of objects or components Zona Método Comprimento (m) nº de Pontos Área (ha) Nº Polígonos Nº de linhas I A II III
19 ZONA OMITIDO REPRESENTADO nºentidades área omitida perímetro nº entidades área total perímetro total I II III IV V Quadro 1 - Omissões em entidades do tipo polígono (área em m 2 e perímetro em m).
20 ZONA OMITIDO REPRESENTADO nºentidades comprimento nº entidades comprimento I II III IV V
21 ZONA C nº área perímetro I 99,3 99,20 99,10 II 99,5 97,47 98,65 III 99,8 99,96 99,90 IV 99,9 99,97 99,94 V 99,7 99,5 99,57
22
23 BUFFERS ICIST Measurement of length inside the buffer Método 10m 20m 50m II-I 51% 84% 99% II-III 63% 92% 99% III-I 43% 77% 100%
24 A ICIST A ^~B ~A ^ B B B: A ^ B A: A ^ B
25
26 POSITIONAL ACCURACY X OMISSION ICIST 1 2 OBJECT X GRAPHICAL ELEMENT 2 1
27
28 1 2
29 PHOTOGRAMMETRIC SURVEY GROUND SURVEY ICIST De estudo para validação da carta 1/1000 de Lisboa (PROET/LTE). DIFFERENCE VECTORS (MAGNIFIED)
30 DISTANCE BETWEEN LINES ICIST MEAN OF THE DISTANCES IN VERTICES D D HAUSDORFF DISTANCE A B = A B = ( sup ( inf d ( x, y) )) x A y B ( sup ( inf d ( x, y) )) y B x A INNER AREA DISTANCE DH ( D A D ) = Max =, B B A
31
32 Different importance between systematic and random errors. 100m De estudo para a digitalização da REN (ICN).
33 TRANSFORMATION GAIN ICIST Diferença (Teste-Objecto) G = n ( p' i pi p' i p i ) 1 n " i= >70 Diferença (m) Transformação de 1º Grau Transformação de 3º Grau > More Diferença (m) Diferença (m) x σ x y σ y d σ d Objecto -Teste Objecto-P 1 (Teste) Objecto-P 3 (Teste)
34 ABSOLUT ERROR DIAGRAM RELATIVE ERROR DIAGRAM
35 Mangualde Abs-ori Mangualde Abs-Rel-Ori
36 Mangualde Abs-Grau Mangualde Abs-Rel-Grau
37 THE SOFTWARE 4
38 INTERNAL EVALUATION BASED ON SPECIFICATIONS AUTOMATED 100% INSPECTION PASS/FAIL
39 EXTERNAL EVALUATION REFERENCE DATA IS IS REQUIRED NOT ENTIRELY AUTOMATED INSPECTION BY SAMPLING
40 RESULTS: CORRECTION/REPORTING CORRECTION TOOLS AVAILABLE REPORTING TOOLS
GEOGRAPHIC INFORMATION SYSTEMS CERTIFICATION
GEOGRAPHIC INFORMATION SYSTEMS CERTIFICATION GIS Syllabus - Version 1.2 January 2007 Copyright AICA-CEPIS 2009 1 Version 1 January 2007 GIS Certification Programme 1. Target The GIS certification is aimed
ArcGIS Data Models Practical Templates for Implementing GIS Projects
ArcGIS Data Models Practical Templates for Implementing GIS Projects GIS Database Design According to C.J. Date (1995), database design deals with the logical representation of data in a database. The
APLS 2011. GIS Data: Classification, Potential Misuse, and Practical Limitations
APLS 2011 GIS Data: Classification, Potential Misuse, and Practical Limitations GIS Data: Classification, Potential Misuse, and Practical Limitations Goals & Objectives Develop an easy to use geospatial
Digital Cadastral Maps in Land Information Systems
LIBER QUARTERLY, ISSN 1435-5205 LIBER 1999. All rights reserved K.G. Saur, Munich. Printed in Germany Digital Cadastral Maps in Land Information Systems by PIOTR CICHOCINSKI ABSTRACT This paper presents
Introduction to GIS (Basics, Data, Analysis) & Case Studies. 13 th May 2004. Content. What is GIS?
Introduction to GIS (Basics, Data, Analysis) & Case Studies 13 th May 2004 Content Introduction to GIS Data concepts Data input Analysis Applications selected examples What is GIS? Geographic Information
Vector analysis - introduction Spatial data management operations - Assembling datasets for analysis. Data management operations
Vector analysis - introduction Spatial data management operations - Assembling datasets for analysis Transform (reproject) Merge Append Clip Dissolve The role of topology in GIS analysis Data management
Specialised Data Specifications
Version 4.6.0 26 01 March 2015 SPECIALISED DATA SPECIFICATION have been created to document standards for specific types of spatial data that have requirements that may differ from, or be additional, to
PROCEDURE MANUAL FOR ENGINEERING CONSULTANTS
PROCEDURE MANUAL FOR ENGINEERING CONSULTANTS CITY OF GREATER SUDBURY ENGINEERING SERVICES DIVISION JUNE 2005 TABLE OF CONTENTS Chapter 1 - Reference Procedure Manuals and Specifications - CAD Drawing Requirements
SPATIAL ANALYSIS IN GEOGRAPHICAL INFORMATION SYSTEMS. A DATA MODEL ORffiNTED APPROACH
POSTER SESSIONS 247 SPATIAL ANALYSIS IN GEOGRAPHICAL INFORMATION SYSTEMS. A DATA MODEL ORffiNTED APPROACH Kirsi Artimo Helsinki University of Technology Department of Surveying Otakaari 1.02150 Espoo,
GPS Data Collection. 1. Field Reconnaissance 2. Mission Planning. 3. Equipment Setup 4. Data Collection/Data Update 5.
GPS 1. Field Reconnaissance 2. Mission Planning 1. Create a project 2. Build a data dictionary 3. Check satellite availability 3. Equipment Setup 4. /Data Update 5. Data Processing Plan/prepare for conditions
Slicing Issues in CAD Translation to STL in Rapid Prototyping
Paper 021, ENG 103 Slicing Issues in CAD Translation to STL in Rapid Prototyping Divesh R. Sahatoo In-Corr-Tech Ltd., San Fernando, Trinidad [email protected] Boppana V. Chowdary University of The West
Using the Quadrant. Protractor. Eye Piece. You can measure angles of incline from 0º ( horizontal ) to 90º (vertical ). Ignore measurements >90º.
Using the Quadrant Eye Piece Protractor Handle You can measure angles of incline from 0º ( horizontal ) to 90º (vertical ). Ignore measurements 90º. Plumb Bob ø
Title 10 DEPARTMENT OF NATURAL RESOURCES Division 35 Land Survey Chapter 1 Cadastral Mapping Standards
Title 10 DEPARTMENT OF NATURAL RESOURCES Division 35 Land Survey Chapter 1 Cadastral Mapping Standards 10 CSR 35-1.010 Application of Standards PURPOSE: These minimum standards provide the digital mapper
Traffic Monitoring Systems. Technology and sensors
Traffic Monitoring Systems Technology and sensors Technology Inductive loops Cameras Lidar/Ladar and laser Radar GPS etc Inductive loops Inductive loops signals Inductive loop sensor The inductance signal
Explore. Analyze. Optimize. AutoCAD. Civil 3d
Explore. Analyze. Optimize. AutoCAD Civil 3d A Powerful Building Information Modeling Solution for Civil Engineering Use an integrated process built on a coordinated, consistent, digital model for design,
CHAPTER 9 SURVEYING TERMS AND ABBREVIATIONS
CHAPTER 9 SURVEYING TERMS AND ABBREVIATIONS Surveying Terms 9-2 Standard Abbreviations 9-6 9-1 A) SURVEYING TERMS Accuracy - The degree of conformity with a standard, or the degree of perfection attained
Explore. Analyze. Optimize. AutoCAD. Civil 3d
Explore. Analyze. Optimize. AutoCAD Civil 3d A Powerful Building Information Modeling Solution for Civil Engineering Use an integrated process built on a coordinated, consistent, digital model for design,
GIS Data Quality and Evaluation. Tomislav Sapic GIS Technologist Faculty of Natural Resources Management Lakehead University
GIS Data Quality and Evaluation Tomislav Sapic GIS Technologist Faculty of Natural Resources Management Lakehead University The quality of GIS data gains in importance when considering some of the main
Spatial data quality assessment in GIS
Recent Advances in Geodesy and Geomatics Engineering Spatial data quality assessment in GIS DANIELA CRISTIANA DOCAN Surveying and Cadastre Department Technical University of Civil Engineering Bucharest
Holes & Selective Laser Sintering
SLS is one of the most accurate 3D printing processes. The process has a layer thickness of 0.1mm. This is the thickness with which a new layer is added to each part. In any direction therefore the maximum
A HYBRID APPROACH FOR AUTOMATED AREA AGGREGATION
A HYBRID APPROACH FOR AUTOMATED AREA AGGREGATION Zeshen Wang ESRI 380 NewYork Street Redlands CA 92373 [email protected] ABSTRACT Automated area aggregation, which is widely needed for mapping both natural
Introduction to GIS. Dr F. Escobar, Assoc Prof G. Hunter, Assoc Prof I. Bishop, Dr A. Zerger Department of Geomatics, The University of Melbourne
Introduction to GIS 1 Introduction to GIS http://www.sli.unimelb.edu.au/gisweb/ Dr F. Escobar, Assoc Prof G. Hunter, Assoc Prof I. Bishop, Dr A. Zerger Department of Geomatics, The University of Melbourne
SESSION 8: GEOGRAPHIC INFORMATION SYSTEMS AND MAP PROJECTIONS
SESSION 8: GEOGRAPHIC INFORMATION SYSTEMS AND MAP PROJECTIONS KEY CONCEPTS: In this session we will look at: Geographic information systems and Map projections. Content that needs to be covered for examination
COS AND LAND USE PLANNING: OPEN DATA TOWARDS PLANNING
COS AND LAND USE PLANNING: OPEN DATA TOWARDS PLANNING EFFICIENCY R. Saraiva 1, B. M. Meneses 2, M. J. Vale 3, R. Reis 4 1) General Directorate for Territorial Development, Portugal [email protected]
Chapter 5: Working with contours
Introduction Contoured topographic maps contain a vast amount of information about the three-dimensional geometry of the land surface and the purpose of this chapter is to consider some of the ways in
Maximum Range Explained range Figure 1 Figure 1: Trajectory Plot for Angled-Launched Projectiles Table 1
Maximum Range Explained A projectile is an airborne object that is under the sole influence of gravity. As it rises and falls, air resistance has a negligible effect. The distance traveled horizontally
LIDAR and Digital Elevation Data
LIDAR and Digital Elevation Data Light Detection and Ranging (LIDAR) is being used by the North Carolina Floodplain Mapping Program to generate digital elevation data. These highly accurate topographic
Title 10 DEPARTMENT OF NATURAL RESOURCES Division 35 Land Survey Chapter 1 Cadastral Mapping Standards
Title 10 DEPARTMENT OF NATURAL RESOURCES Division 35 Land Survey Chapter 1 Cadastral Mapping Standards 10 CSR 35-1.010 Application of Standards PURPOSE: These minimum standards provide the digital mapper
3D representation of the urban evolution of Braga using the CityEngine tool
3D representation of the urban evolution of Braga using the CityEngine tool Natália Botica, Manuela Martins, Unidade de Arqueologia da Universidade do Minho Braga Portugal, Maria do Carmo Ribeiro, Fernanda
NEW GENERATION OF COMPUTER AIDED DESIGN IN SPACE PLANNING METHODS A SURVEY AND A PROPOSAL
NEW GENERATION OF COMPUTER AIDED DESIGN IN SPACE PLANNING METHODS A SURVEY AND A PROPOSAL YING-CHUN HSU, ROBERT J. KRAWCZYK Illinois Institute of Technology, Chicago, IL USA Email address: [email protected]
The common ratio in (ii) is called the scaled-factor. An example of two similar triangles is shown in Figure 47.1. Figure 47.1
47 Similar Triangles An overhead projector forms an image on the screen which has the same shape as the image on the transparency but with the size altered. Two figures that have the same shape but not
CityGML goes to Broadway
CityGML goes to Broadway Thomas H. Kolbe, Barbara Burger, Berit Cantzler Chair of Geoinformatics [email protected] September 11, 2015 Photogrammetric Week 2015, Stuttgart The New York City Open Data
AUTOMATION OF FLOOD HAZARD MAPPING BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ABSTRACT INTRODUCTION
AUTOMATION OF FLOOD HAZARD MAPPING BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY Daniel M. Cotter Federal Emergency Management Agency Federal Insurance Administration Office of Risk Assessment 500 C Street,
Working with Data from External Sources
Working with Data from External Sources Bentley WaterCAD V8i supports several methods of exchanging data with external applications, preventing duplication of effort and allowing you to save time by reusing
Remote Sensing, GPS and GIS Technique to Produce a Bathymetric Map
Remote Sensing, GPS and GIS Technique to Produce a Bathymetric Map Mark Schnur EES 5053 Remote Sensing Fall 2007 University of Texas at San Antonio, Department of Earth and Environmental Science, San Antonio,
sensors ISSN 1424-8220 www.mdpi.com/journal/sensors
Sensors 2009, 9, 2320-2333; doi:10.3390/s90402320 OPEN ACCESS sensors ISSN 1424-8220 www.mdpi.com/journal/sensors Article An Integrated Photogrammetric and Spatial Database Management System for Producing
City of Tigard. GIS Data Standards
City of Tigard GIS Data Standards City of Tigard 13125 SW Hall Blvd Tigard, Oregon 97223 503 639-4171 Page 1 of 5 1.0 Purpose The purpose of these standards is to provide guidance for geospatial data development
Template-based Eye and Mouth Detection for 3D Video Conferencing
Template-based Eye and Mouth Detection for 3D Video Conferencing Jürgen Rurainsky and Peter Eisert Fraunhofer Institute for Telecommunications - Heinrich-Hertz-Institute, Image Processing Department, Einsteinufer
Seminar. Path planning using Voronoi diagrams and B-Splines. Stefano Martina [email protected]
Seminar Path planning using Voronoi diagrams and B-Splines Stefano Martina [email protected] 23 may 2016 This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International
DATA VISUALIZATION GABRIEL PARODI STUDY MATERIAL: PRINCIPLES OF GEOGRAPHIC INFORMATION SYSTEMS AN INTRODUCTORY TEXTBOOK CHAPTER 7
DATA VISUALIZATION GABRIEL PARODI STUDY MATERIAL: PRINCIPLES OF GEOGRAPHIC INFORMATION SYSTEMS AN INTRODUCTORY TEXTBOOK CHAPTER 7 Contents GIS and maps The visualization process Visualization and strategies
What methods are used to conduct testing?
What is testing? Testing is the practice of making objective judgments regarding the extent to which the system (device) meets, exceeds or fails to meet stated objectives What the purpose of testing? There
Solving Equations With Fractional Coefficients
Solving Equations With Fractional Coefficients Some equations include a variable with a fractional coefficient. Solve this kind of equation by multiplying both sides of the equation by the reciprocal of
Data Validation Online References
Data Validation Online References Submitted To: Program Manager GeoConnections Victoria, BC, Canada Submitted By: Jody Garnett Brent Owens Refractions Research Inc. Suite 400, 1207 Douglas Street Victoria,
Vector Notation: AB represents the vector from point A to point B on a graph. The vector can be computed by B A.
1 Linear Transformations Prepared by: Robin Michelle King A transformation of an object is a change in position or dimension (or both) of the object. The resulting object after the transformation is called
Topology and Topological Rules Geometric properties that are maintained in spatial databases
Topology and Topological Rules Geometric properties that are maintained in spatial databases The definition of topology Topology is a term used around GIS that is sometimes confused with the term topography.
Guidance for Flood Risk Analysis and Mapping. Changes Since Last FIRM
Guidance for Flood Risk Analysis and Mapping Changes Since Last FIRM May 2014 This guidance document supports effective and efficient implementation of flood risk analysis and mapping standards codified
Integration of the Construction Estimate in Construction Programe
Integration of the Construction Estimate in Construction Programe Construction Project Managment Model Pedro Alexandre Amaral Lopes Extended abstract of thesis to obtain the Degree of Master in Civil Engineering
A Method Using ArcMap to Create a Hydrologically conditioned Digital Elevation Model
A Method Using ArcMap to Create a Hydrologically conditioned Digital Elevation Model High resolution topography derived from LiDAR data is becoming more readily available. This new data source of topography
Total Program's Units
Associate Degree Program Department of Civil and Architectural Technology Major : Survey Technology First Semester NO 5 6 Code SRV 0 SRV 0 SRV 0 ENG 0 MTH 7 CMT 0 Course Title Land survey Survey drawing
EQUATIONS and INEQUALITIES
EQUATIONS and INEQUALITIES Linear Equations and Slope 1. Slope a. Calculate the slope of a line given two points b. Calculate the slope of a line parallel to a given line. c. Calculate the slope of a line
Frequency-dependent underground cable model for electromagnetic transient simulation
Frequency-dependent underground cable model for electromagnetic transient simulation Vasco José Realista Medeiros Soeiro Abstract A computation method for transients in a three-phase underground power-transmission
Introduction to GIS. http://libguides.mit.edu/gis
Introduction to GIS http://libguides.mit.edu/gis 1 Overview What is GIS? Types of Data and Projections What can I do with GIS? Data Sources and Formats Software Data Management Tips 2 What is GIS? 3 Characteristics
Geospatial Positioning Accuracy Standards Part 3: National Standard for Spatial Data Accuracy
Subcommittee for Base Cartographic Data Federal Geographic Data Committee Federal Geographic Data Committee Department of Agriculture Department of Commerce Department of Defense Department of Energy Department
FUNDAMENTALS OF LANDSCAPE TECHNOLOGY GSD Harvard University Graduate School of Design Department of Landscape Architecture Fall 2006
FUNDAMENTALS OF LANDSCAPE TECHNOLOGY GSD Harvard University Graduate School of Design Department of Landscape Architecture Fall 2006 6106/ M2 BASICS OF GRADING AND SURVEYING Laura Solano, Lecturer Name
Digital Photogrammetric System. Version 6.0.2 USER MANUAL. Block adjustment
Digital Photogrammetric System Version 6.0.2 USER MANUAL Table of Contents 1. Purpose of the document... 4 2. General information... 4 3. The toolbar... 5 4. Adjustment batch mode... 6 5. Objects displaying
Monash University Clayton s School of Information Technology CSE3313 Computer Graphics Sample Exam Questions 2007
Monash University Clayton s School of Information Technology CSE3313 Computer Graphics Questions 2007 INSTRUCTIONS: Answer all questions. Spend approximately 1 minute per mark. Question 1 30 Marks Total
Common Core Unit Summary Grades 6 to 8
Common Core Unit Summary Grades 6 to 8 Grade 8: Unit 1: Congruence and Similarity- 8G1-8G5 rotations reflections and translations,( RRT=congruence) understand congruence of 2 d figures after RRT Dilations
DISTRIBUTION OF LOADSON PILE GROUPS
C H A P T E R 7 DISTRIBUTION OF LOADSON PILE GROUPS Section I. DESIGN LOADS 7-1. Basic design. The load carried by an individual pile or group of piles in a foundation depends upon the structure concerned
RANDOM/GRID BLOCK CRACKING EXTREME SEVERITY. Transverse Cracking- Extreme Severity. Alligator Cracking- High. Severity
RANDOM/GRID BLOCK CRACKING EXTREME SEVERITY Transverse Cracking- Extreme Severity Slab Cracking Class II Regular Joint- High Severity Pattern Cracking-High Severity Alligator Cracking- High Severity Shoulder
Mathematics. Mathematical Practices
Mathematical Practices 1. Make sense of problems and persevere in solving them. 2. Reason abstractly and quantitatively. 3. Construct viable arguments and critique the reasoning of others. 4. Model with
An Introduction to Point Pattern Analysis using CrimeStat
Introduction An Introduction to Point Pattern Analysis using CrimeStat Luc Anselin Spatial Analysis Laboratory Department of Agricultural and Consumer Economics University of Illinois, Urbana-Champaign
5 Systems of Equations
Systems of Equations Concepts: Solutions to Systems of Equations-Graphically and Algebraically Solving Systems - Substitution Method Solving Systems - Elimination Method Using -Dimensional Graphs to Approximate
GIS DATA SUBMITTAL SPECIFICATION
SJC-CM-IMS-2030 MINET SN JOSE INTERNTIONL IRPORT GIS DT SUBMITTL SPECIFICTION TBLE OF CONTENTS Section Title Page 1.0 INTRODUCTION 2 1.1 Purpose 2 1.2 Scope 2 1.3 Reference Documents 2 2.0 REQUIREMENTS
Mathematics (Project Maths)
2010. M130 S Coimisiún na Scrúduithe Stáit State Examinations Commission Leaving Certificate Examination Sample Paper Mathematics (Project Maths) Paper 2 Higher Level Time: 2 hours, 30 minutes 300 marks
REGIONAL SEDIMENT MANAGEMENT: A GIS APPROACH TO SPATIAL DATA ANALYSIS. Lynn Copeland Hardegree, Jennifer M. Wozencraft 1, Rose Dopsovic 2 INTRODUCTION
REGIONAL SEDIMENT MANAGEMENT: A GIS APPROACH TO SPATIAL DATA ANALYSIS Lynn Copeland Hardegree, Jennifer M. Wozencraft 1, Rose Dopsovic 2 ABSTRACT: Regional sediment management (RSM) requires the capability
How To Use Gss Software In Trimble Business Center
Trimble Business Center software technical notes Trimble Business Center Software Makes Processing GNSS Survey Data Effortless Trimble Business Center is powerful surveying office software designed to
1.3. DOT PRODUCT 19. 6. If θ is the angle (between 0 and π) between two non-zero vectors u and v,
1.3. DOT PRODUCT 19 1.3 Dot Product 1.3.1 Definitions and Properties The dot product is the first way to multiply two vectors. The definition we will give below may appear arbitrary. But it is not. It
Coming To An Airport Near You
Airport GIS Data & ealp Coming To An Airport Near You Kevin Shirer, AAE Project Manager Association of California Airports; September 2009 Today s Presentation & Expectations Take away Basic knowledge
NJDEP GPS Data Collection Standards For GIS Data Development
NJDEP GPS Data Collection Standards For GIS Data Development Bureau of Geographic Information Systems Office of Information Resource Management June 8, 2011 1.0 Introduction... 3 2.0 GPS Receiver Hardware
3.1 Solving Systems Using Tables and Graphs
Algebra 2 Chapter 3 3.1 Solve Systems Using Tables & Graphs 3.1 Solving Systems Using Tables and Graphs A solution to a system of linear equations is an that makes all of the equations. To solve a system
Metadata for Big River Watershed Geologic and Geomorphic Data
Metadata for Big River Watershed Geologic and Geomorphic Data Metadata are descriptions and information regarding compiled data. This appendix contains the metadata that describes the compiled data used
Call Center and Clearing System. ID Technologies Inc
Call Center and Clearing System ID Technologies Inc Features Enterprise level ticket generation, clearing and tracking system GIS based integrated graphical information. Multi-format map integration Real
Performance Level Descriptors Grade 6 Mathematics
Performance Level Descriptors Grade 6 Mathematics Multiplying and Dividing with Fractions 6.NS.1-2 Grade 6 Math : Sub-Claim A The student solves problems involving the Major Content for grade/course with
Raster Data Structures
Raster Data Structures Tessellation of Geographical Space Geographical space can be tessellated into sets of connected discrete units, which completely cover a flat surface. The units can be in any reasonable
is the degree of the polynomial and is the leading coefficient.
Property: T. Hrubik-Vulanovic e-mail: [email protected] Content (in order sections were covered from the book): Chapter 6 Higher-Degree Polynomial Functions... 1 Section 6.1 Higher-Degree Polynomial Functions...
GIS DATA STANDARD COMPLIANCE QC/QA PROCEDURES
SJC-CM-IMS-3230 SN JOSE INTERNTIONL IRPORT GIS DT STNDRD COMPLINCE QC/Q PROCEDURES TBLE OF CONTENTS Section Title Page 1. INTRODUCTION 2 1.1 Scope 2 1.2 Purpose 2 1.3 Contact Information 2 2. OVERVIEW
Biggar High School Mathematics Department. National 5 Learning Intentions & Success Criteria: Assessing My Progress
Biggar High School Mathematics Department National 5 Learning Intentions & Success Criteria: Assessing My Progress Expressions & Formulae Topic Learning Intention Success Criteria I understand this Approximation
MEng, BSc Applied Computer Science
School of Computing FACULTY OF ENGINEERING MEng, BSc Applied Computer Science Year 1 COMP1212 Computer Processor Effective programming depends on understanding not only how to give a machine instructions
Norwegian Satellite Earth Observation Database for Marine and Polar Research http://normap.nersc.no USE CASES
Norwegian Satellite Earth Observation Database for Marine and Polar Research http://normap.nersc.no USE CASES The NORMAP Project team has prepared this document to present functionality of the NORMAP portal.
Creation of an Unlimited Database of Virtual Bone. Validation and Exploitation for Orthopedic Devices
Creation of an Unlimited Database of Virtual Bone Population using Mesh Morphing: Validation and Exploitation for Orthopedic Devices Najah Hraiech 1, Christelle Boichon 1, Michel Rochette 1, 2 Thierry
TABLE OF CONTENTS. INTRODUCTION... 5 Advance Concrete... 5 Where to find information?... 6 INSTALLATION... 7 STARTING ADVANCE CONCRETE...
Starting Guide TABLE OF CONTENTS INTRODUCTION... 5 Advance Concrete... 5 Where to find information?... 6 INSTALLATION... 7 STARTING ADVANCE CONCRETE... 7 ADVANCE CONCRETE USER INTERFACE... 7 Other important
Future Landscapes. Research report CONTENTS. June 2005
Future Landscapes Research report June 2005 CONTENTS 1. Introduction 2. Original ideas for the project 3. The Future Landscapes prototype 4. Early usability trials 5. Reflections on first phases of development
with functions, expressions and equations which follow in units 3 and 4.
Grade 8 Overview View unit yearlong overview here The unit design was created in line with the areas of focus for grade 8 Mathematics as identified by the Common Core State Standards and the PARCC Model
Essay 5 Tutorial for a Three-Dimensional Heat Conduction Problem Using ANSYS Workbench
Essay 5 Tutorial for a Three-Dimensional Heat Conduction Problem Using ANSYS Workbench 5.1 Introduction The problem selected to illustrate the use of ANSYS software for a three-dimensional steadystate
= f x 1 + h. 3. Geometrically, the average rate of change is the slope of the secant line connecting the pts (x 1 )).
Math 1205 Calculus/Sec. 3.3 The Derivative as a Rates of Change I. Review A. Average Rate of Change 1. The average rate of change of y=f(x) wrt x over the interval [x 1, x 2 ]is!y!x ( ) - f( x 1 ) = y
Trimble Field Link Software
Trimble Field Link Software This document explains how to quickly begin using Trimble Field Link software. Trimble Field Link software enables you to easily lay out your projects with a task-based workflow.
Taking the pain out of Risk and Compliance Management Systems. Presented by Andrew Batten 23 April 2015
Taking the pain out of Risk and Compliance Management Systems Presented by Andrew Batten 23 April 2015 Operational Improvement Technology Solutions Providing consultancy services Gap assessments Food standard
TOWARDS AN AUTOMATED HEALING OF 3D URBAN MODELS
TOWARDS AN AUTOMATED HEALING OF 3D URBAN MODELS J. Bogdahn a, V. Coors b a University of Strathclyde, Dept. of Electronic and Electrical Engineering, 16 Richmond Street, Glasgow G1 1XQ UK - [email protected]
The University of the State of New York REGENTS HIGH SCHOOL EXAMINATION GEOMETRY. Thursday, August 16, 2012 8:30 to 11:30 a.m.
GEOMETRY The University of the State of New York REGENTS HIGH SCHOOL EXAMINATION GEOMETRY Thursday, August 16, 2012 8:30 to 11:30 a.m., only Student Name: School Name: Print your name and the name of your
Guidance for Flood Risk Analysis and Mapping. Quality Management
Guidance for Flood Risk Analysis and Mapping Quality Management May 2014 This guidance document supports effective and efficient implementation of flood risk analysis and mapping standards codified in
Ricardo Dias. Contacts. About me. (Born August 28th 1986, Portugal)
Ricardo Dias (Born August 28th 1986, Portugal) Contacts URL: http://web.ist.utl.pt/ricardo.dias Email: [email protected] Alternative Email: [email protected] Twitter: http://twitter.com/rspdias
ANALYSIS 3 - RASTER What kinds of analysis can we do with GIS?
ANALYSIS 3 - RASTER What kinds of analysis can we do with GIS? 1. Measurements 2. Layer statistics 3. Queries 4. Buffering (vector); Proximity (raster) 5. Filtering (raster) 6. Map overlay (layer on layer
SolCAD: 3D Spatial Design Tool Tool to Generate Solar Envelope
SolCAD: 3D Spatial Design Tool Tool to Generate Solar Envelope Manu Juyal, Arizona State University Karen Kensek, University of Southern California Ralph Knowles, University of Southern California Abstract
