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Application of GIS in Plant Protection

Presentation

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TÁMOP-4.1.2.A/2-10/1-2010-0012

Relation spatial database management tools

Tasks of GIS systems GIS operations

GIS analyses

Output options in GIS systems

Application and creation of open webmaps

Creation of digital maps, georeferencing

Network alignment, coordinate systems, projections

Application of GNSS (Global positioning) systems

GNSS corrections

GNSS base station system(s)

Measurement planning tools

Realisation of GNSS measurement Processing measurement results

Tools of visualization, 3D possibilities

GIS Devices Used in Plant Protection

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Access – operations

– Database management tools

Relation model

– Basic tasks of GIS systems

Data model

– Basic tasks of GIS systems I-II.

– Operations of GIS analysis

Decision support

Simulation

– Map formats, map servers

Conversion

Webmapping (Mashup maps)

Tools of Spatial Data Management

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Aim of Database Management

Types of Datamodel

Relation Model

Key, Functional Dependence

Normal Forms

Relationships

Operations

Tools of Database Management

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Schemes, creation of data models

Visualization and storage of data together with relationships

Entity, relation, feature

Tasks of database management systems – Create database

– Execute query

– Privacy and safety of data – Integrity conditions

– Synchronization

Database

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Grid

Graph structure

Entity: intersection

Relation: edge

Entity features

Hierarchy

Spectral graph : tree

Relation

The relation between the entities of a table is not given along with the data model

Object-oriented

The application of relation database softwares is normal in object oriented GIS softwares

Types of Data Models

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Subset of table or direct product of feature type sets

R (A1 ,A2 ……, An)

– A1 ,A2 ……, An attributes

– R name of relation – N degree of relation

Entity type= relation

Tables are connected with joint coloumns

Relation Data Model

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The simplest subset of attributes, which identifies each line of the relation unambiguously

– Simple key – Complex key – Exterior key

An attribute subset functionally defines another one, if exactly one value belongs to a value in the other one.

Complete dependency, if it does not depend on its subsets

Transitive dependency, if there is a functionally dependent attribute set.

Key, Functional Dependence

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• Exactly one attribute value in each line of the relation

Normalization – 1. Normal Form

9

Number Name Home DVDid DVDtitle

101 John Smith Keszthely 1001,3002 USA, Murder on the Orien Express

102 George Green Budapest 2008 Catch 22

103 Jane Smith Siófok 3002 Murder on the Orien Express

Number Name Home DVDid DVDtitle

101 John Smith Keszthely 1001 USA

101 John Smith Keszthely 3002 Murder on the Orien Express

102 George Green Budapest 2008 Catch 22

103 Jane Smith Siófok 3002 Murder on the Orien Express

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Normalization – 2. Normal Form II.

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Number Name Home

101 John Smith Keszthely

102 George Green Budapest

103 Jane Smith Siófok

Number DVDid DVDtitle

101 1001 USA

101 3002 Murder on the

Orient Express

Number Name Home DVDid DVDtitle

101 John Smith Keszthely 1001,3002 USA, Murder on the Orien Express

102 George Green Budapest 2008 Catch 22

103 Jane Smith Siófok 3002 Murder on the Orien Express

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• 1. in NF, each secondary attribute completely depends on the key

Normalization – 2. Normal Form

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DVDid DVDtitle

1001 USA

3002 Murder on the Orien Express

2008 Catch 22 Number DVDid

101 1001

101 3002

102 2008

103 3002

Number Name Home

101 John Smith Keszthely

102 George

Green

Budapest 103 Jane Smith Siófok

Number Name Home DVDid DVDtitle

101 John Smith Keszthely 1001 USA

101 John Smith Keszthely 3002 Murder on the Orien Express

102 George Green Budapest 2008 Catch 22

103 Jane Smith Siófok 3002 Murder on the Orien Express

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• 2. in NF, none of the secondary attributes depend on the key transitively

Normalization – 3. Normal Form

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Number Name Home

101 John Smith Keszthely

102 George

Green

Budapest 103 Jane Smith Siófok

Sorszám DVDtitle

1001 USA

3002 Murder on the Orien Express

2008 Catch 22

Sorszám Name

101 John Smith

102 George

Green

103 Jane Smith

Name Home

John Smith Keszthely George

Green

Budapest Jane Smith Siófok Number DVDid

101 1001

101 3002

102 2008

103 3002

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• 1-1 Connectivity

• 1-N Connectivity

• N-M Connectivity

Tipes of Relationship

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Student Sid

Sname

Examination Eid

Tid Sid Grade

Teacher Tazon Tnév 1

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Union, section

Descartes product

Projection

Selection

Quotient

Section

Connection

Natural connection

Relation operations

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File manager, catalog – Set coordinates – Data layers

Mapping

– Visualization, query – Analyses

Tools

– Conversion – Analysis

Structure of Desktop GIS System

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• Vector data model

• Spaghetti model

• Network model

• Topologic model

• Raster model

• Hybrid model

• Vector

– Shapefile – Geodatasets

– DXF, DWG (CAD)

• Raster – Grid

• 2,5D-3D

– DEM-TIN

– Contour line, cloud of points, 3D Laserscanner formats

– SOLAP multidimensional datastructures

– Hyperspectral dataformats

GIS Data Models, Data Formats

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Raster and vector data can be used together in hybrid systems.

Hybrid Data Model: GoogleMaps

MASHUP map: a map created from several inrernet or other sources (often integrating other applications (API)).

Hybrid Data Model, Mashup Webmap

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MASHUP Hybrid map

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Database operations

Transformations

Spatial representations of query

Neighbourhood analysis

Size definition

Contraction, recoding, incorporation

Overlay

Buffer zone generation

Modelling (relief model)

Move, rotate, copy and paste, delete elements

Add and delete, move cut-off point

Edit existing features of cut-off points

Transformation of line and poligon with sketch

Panel poligon element

Panel, trim, extend, cut line element

Scale rate and cut element

Proportional rendering of element geometry

Simplify and generalize element

GIS Operations, Editing

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Generalization, Movement, Rendering of a Poligon

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Digiltal Elevation Model (DEM) analyses – Slope

– Aspect – Visibility

Analysis of networks – Traffic planning

Edition, overlay

– Zone generation

GIS Analyses

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• Online decision support systems

– Spatial Decision

Supporting Systems - SDSS

– simulation possibilities

• Spatial, geostatistics

– spatial heterogeneity, clustering

– combination of info and info levels

• Simulation

– objects, events, processes

• Monitoring

– changes

• Model management

– feedback (monitoring) – model refinement

– validity

Decision Preparation, Spatial Modelling

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Tasks of GIS systems – Data collection – Data storage – Query

– Analysis

– Visualization – Publication

Database – Map– Model – Data

– Software – Hardware

– Developer, user – Processing

Basic Operations of GIS Systems I-II.

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Video

– MASHUP Hybrid map

Animation

Videos and Animations for Chapter 1.

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I. question

1. Select primary key.

2. Give functional dependency.

Tasks for Chapter 1.

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Id Name Birthday

1-561211-1251 John Smith 27.12.2001.

2-881111-2514 George Green 23.11.1987.

1-331010-2314 Jane Smith 11.11.1970.

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II. question

1. Is the database in first normal form?

2. Is the database in second normal form?

3. Is the database in third normal form?

4. If not, transform all of them to the given form.

Tasks for Chapter 1.

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Id Name Birthday

1-561211-1221 John Smith 27.12.2001.

2-881111-2514 George Green 23.11.1987.

1-331010-2314 Jane Smith 11.11.1970.

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III. question

create a ‘more-more’ relation with ‘one-more’ relation with the help of ‘shopping’, ‘shopper’ , ‘seller’ and ‘herbicides’.

(one shopper can buy from several sellers, one seller can serve more shoppers)

Shopper (Sid, Sname) Seller (Sid, Sname)

Shopping (Shoppingid, Sum, …)

Herbicides (Herbid, Herbname, Herbprice …)

Tasks for Chapter 1.

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Layers and projects

Create new map layer (point, line, poligon)

Manage raster and vector layers

Create a buffer zone

Select

Manage projections

Visualization

Scale dependent visualization

Create map output

– Access to software: http://esri.com/aejee

Operations (ArcExplorer JEE)

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ESRI MapServer

– http://geographynetwork.com

Georgikon MapServer

– http://vektor.georgikon.hu

AIR MapServer

– http://terkep.air.gov.hu/terkep

Corine Land Cover 2000 Database

– http://fomi.hu/corine/clc2000_index.html

Used Data

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ESRI MapServer

– http://geographynetwork.com

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Georgikon MapServer

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Hungarian National Rural Network (AIR) MapServer

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Corine Land Cover 2000 database

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Layers and Maps

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Access to software: http://esri.com/aejee

ESRI MapServer: http://geographynetwork.com

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EOV koordináták

• 519765.682 150407.097

• 519672.151 150417.697

• 519725.152 150353.472

• 519636.609 150370.308

• 519687.116 150302.966

• 519598.573 150318.554

• 519649.703 150252.459

• 519562.408 150268.671

• 519608.549 150200.705

• 519520.630 150216.917

• 519571.761 150150.198

• 519483.218 150165.163

• 519532.478 150096.574

Generation of Sample Points for GPS

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Access to software, sample files and step by step description: http://esri.com/aejee

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Text File Generation - *.csv

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• Generation

– .csv (Comma Separated Values - Notepad)

– Shape File Generation(pl:

ArcExplorer JEE)

– View (pl: ArcExplorer JEE)

Shape File Generation

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View of Generated Points

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HOTLINK Weblink and Shape Files

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Add Raster Layer from MapServer

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Select Raster

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View on Raster Layer

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Add Vector Layer from Shape File

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Select Buffer Zone – Select Points

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Buffer zone

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Give Buffer Zone on Point Like Objects

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Multiplicated Buffer Zone

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Multiplicated Buffer Zone on Different Layers

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Select by attribute

Select by query

Select legend symbol

Select by geography

Select by spatial query

Selection

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GIS operations

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Attributes of Field

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• Connected selection

– Table of attributes – Layer

Selection

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Selection by Database Management

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Selection by Legend Symbol

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Selection by Topology

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Selection by Spatial Query

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Projection

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GISsettings

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Set up Projection

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Geographic Systems

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Eckert IV.

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Orthography

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Albert’s Equal Area

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View - Corine Land Cover 2000 Database

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GIS web compilations

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Graduated Symbols

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CLC2000 Classes

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Code Level 3,"Label Level1","Label Level2","Label Level3","RGB Color"

112,"Artificial surfaces","Urban fabric","Discontinuous urban fabric","255- 000-000"

121,"Artificial surfaces","Industrial, commercial and transport units","Industrial or commercial units","204-077-242"

141,"Artificial surfaces","Artificial, non-agricultural vegetated areas","Green urban areas","255-166-255"

142,"Artificial surfaces","Artificial, non-agricultural vegetated areas","Sport and leisure facilities","255-230-255"

211,"Agricultural areas","Arable land","Non-irrigated arable land","255- 255-168"

221,"Agricultural areas","Permanent crops","Vineyards","230-128-000"

231,"Agricultural areas","Pastures","Pastures","230-230-077"

242,"Agricultural areas","Heterogeneous agricultural areas","Complex cultivation patterns","255-230-077"

311,"Forest and semi natural areas","Forests","Broad-leaved forest","128- 255-000"

411,"Wetlands","Inland wetlands","Inland marshes","166-166-255"

412,"Wetlands","Inland wetlands","Peat bogs","077-077-255"

Part of Corine Land Cover Classes

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Draw Features Using Unique Symbols

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Scale Dependent Query

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• Line:

– Scale range 1:7500 - 1:30000

• Point:

– Scale range above 1:15000

• Polygon:

– Scale rate above 1:7500

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Scale Dependent Query II.

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Layout

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Traditional/digital map – Concept of scale rate – Georeferency

– Use of layers

Mapping

– Different data sources

Accessing maps online – Webmap

– Layers of webmap – Map compilation

Formats and MapServers

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Not only the digital description of the content of a map managable by a computer (no need for sectioning, elements of real size, exact fitting, topology, often uses layers and objects).

Primary data gaining methods Measurement (GPS)

Existing reports

Primary data collection methods usually create vector data.

Secondary source

Digitalization followed by automatic or manual vectorization

With secondary methods, in the case of georeferencing and vectorization, vector maps are creared. With secondary methods (scanning), if

georeferencing is not followed by vectorization, a digital raster map is created.

Creation of Digital Maps

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Influencing factors for data validity – Source

– Geometric accuracy

– Accuracy of attribute data – Consistency of attribute data – Topologic consistency

– Completeness and relevance of data

Check Data Quality

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Online access to mapservers

– Search for soil type

Hungarian National Rural Network (AIR) http://terkep.air.gov.hu/terkep/

– Search for map coverage

Georgikon Mapserver http://map.georgikon.hu

– Search

Nature Conservation Information System (TIR) http://geo.kvvm.gov.hu/tir

Online Accessibility of Mapservers

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Webmaps

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Web address

http://terkep.air.gov.hu/terkep/

Service

– Public maps

Load map: genetic soil map of Hungary, search soil type – Chernozem soil

Select based on query results

Online Access to the AIR Map Collection

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Search for Soil Type

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Web address

http://map.georgikon.hu

Service

– Soil maps on the watershed of Lake Balaton, Hungary http://vektor.georgikon.hu/website/talajmap/viewer.htm

Active Layer

– Adjacent section maps of Zala County, Hungary (zalaszh)

Query

– Field: Telepules, Operator: =, Value: Zalaszentgrót – Add to Query String, Execute

Select by query results

Georgikon MapServer on the Internet

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Search for Adjacent Section Soil Map

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Weblink

http://geo.kvvm.hu/tir

Service

– Open map

Active layer, visibility (layers) – EOTR 10 net coupon

Search

– For 32-212 1:10000 EOTR coupon – On active layer

Nature Conservation Information System

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Search on a Webmap

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Public API (Application Programming Interface)

Complex webmapping systems ensuring API on other websites and produce for reuse (a Google Maps with Google Maps API, YahooMaps , ESRI ArcIMS, GIS Server API)

• Important webmaps

GoogleMaps

http://maps.google.com

YahooMaps

http://maps.yahoo.com

Bing

http://www.bing.com/maps

Geoportal

http://geoportal.fr

Public Webmapping

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• Google web services

http://picasaweb.google.com http://youtube.com

http://googlemaps.com

• Create website

http://microsoft.com

• Web storage service

http://ingyenweb.hu

Simple Online Publication of a Webmap

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Website

MapServer

Picture

Video

Web service HTML

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• Steps of realization

– 1. Select topic

– 2. Create map, upload data

a. Create a web album, upload images

b. Upload video

– 3. Create website, embed map

– 4. Publish website

Create Project Website with Map

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Video

– Buffer zone – GIS operations – GISsettings

– GIS web compilations – Webmaps

Animation

Videos and Animations for Chapter 2-3-4.

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I. question

Find the characteristic soil type of Fehér County, Hungary on the AIR genetic soil map.

Tasks for Chapter 2-3-4.

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II. question

Create the shape file containing the following points (bp.shp) with the help of ArcExplorer JEE .

1. Parlament (Parliament building) 47.507, 19.046 2. Lánchíd (Chain Bridge) 47.499, 19.044 3. Mátyás-templom (Matthias Church) 47.502, 19.034

Tasks for Chapter 2-3-4.

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III. question

Find the following ‘Mashup’ map coverage and soil map with ArcExplorer JEE (or any other) software.

1. Add internet server

2. http://vektor.georgikon.hu Talajmap 3. http://geo.kvvm.hu Nitrat (90%

transparency)

Tasks for Chapter 2-3-4.

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IV. question

Open Atlas_Landuse.shp database at

http://geographynetwork.com with ArcExplorer JEE (or any other) software. Set projection ‘Eckert IV, SPHERE’ .

Tasks for Chapter 2-3-4.

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V. question

Open Atlas_Landuse.shp database at

http://geographynetwork.com with ArcExplorer JEE (or any other) software. Select a 20km buffer zone around the rivers of Hungary.

Tasks for Chapter 2-3-4.

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VI. question

Open any database at http://geographynetwork.com with ArcExplorer JEE (or any other) software, try the following functions

• One Symbol

• Graduated Symbols

• Unque Symbols

Tasks for Chapter 2-3-4.

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VII. question

Open any database at http://geographynetwork.com with ArcExplorer JEE (or any other) software, create a map

compilation (Layout) with the following elements:

• Image

• Text

• North sign

• Scale rate

• Legend

Tasks for Chapter 2-3-4.

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VIII. question

Open any database at http://geographynetwork.com with ArcExplorer JEE (or any other) software. Set visibility at least for 3 layers in different scale rates.

Tasks for Chapter 2-3-4.

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IX. question

Create a GoogleMaps map on any agronomy topic with at least 5 objects and inserted images. Send link via email.

Tasks for Chapter 2-3-4.

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Coordinates are ordered to the points of an image or map.

Base point systems – OGPSH

– Vertical surveyor milestones or landmarks – Horizontal surveyor milestones

– Integrated Geodesic Point Network (INGA)

Cca. 2000 points of different measurement techniques, in several reference systems, with a new type of perpetuation. Aim: 4D

geodesy and sustainability.

Georeferencing – Graphic

– Manual

Transformation, Georeferencing

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GPS measurement: height above ellipsoid

Height above sea level : geoidundulation is to be considered

Distance between a point of the geoid (the true physical figure of the Earth) and the ellipsoid (representing the Earth’s figure), measured on the ellipsoid normal of the point

h = H + N

h height above ellipsoid H height above sea level N value of geoidundulation

Geoid Undulation

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• Geoid

– Surface of the oceans and seas if connected by

small channels under the dry land (Listing 1873) – its form depends on

gravitation and

centrifugal acceleration.

– The regular,

mathematically

describable body closest to the geoid is ellipsoid.

Geoid Undulation in Hungary

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• The area of Hungary is covered by 85

48000x32000m 100000 sections.

• The North-west EOV

coordinate of section 32 is (480000;160000).

• Section 32 431

M 1:100 000 32 M 1: 50 000 32 – 4 M 1: 25 000 32 – 4 – 3 M 1: 10 000 32 – 4 – 3 - 1

Uniform National Projection System (EOV-EOTR)

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Coordinate System of EOV:

• The starting coordinates have been placed 200km to the South and 650 km to the West. Thus, the Y coordinates are lower than 400, and the X

coordinates are always higher than 400, which means they are easy to distinguish.

Uniform National Projection System Coordinates

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• First leveling of Hungary was carried out based on the

1873-1913 Mediterranian datum level.

Height of Nadap reference landmark: 173,8385 m.

• After World War II, sea level at Kronstadt as the basic

reference was used.

Height of Nadap reference point:

173,1638, which is 0,6747 m

lower than it used to be applied in reference of Adriatic sea.

Vertical Network of Hungary (EOMA)

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OGPSH (ETRS89-WGS84) → EOV

EOV → OGPSH (ETRS89-WGS84)

– OGPSH (National GPS Network, Hungary)

– ETRS89 (European Terrestrial Reference System 1989)

– WGS-84 (World Geodetic System 1984 )

– EOV (Egységes Országos Vetület, Uniform National Projection)

– Access to software:

http://www.gnssnet.hu/letolt3.php

Transformation

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– Koordinates (φ, λ, h)

OGPSH ETRS89 - WGS- 84(European Terrestrial Reference System 1989 - World Geodetic System 1984 ) :

Orient: 46,682803552 – 17,340250842 – 215,403

Northwest: 46,685463630 – 17,345102758 – 220,276

– Koordinates (y, x, H)

EOV :

Orient: 519404,937 – 150145,958 – 170,295

Northwest: 519782,473 – 150433,483 – 175,171

Transformation

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Transformation– EOV → OGPSH

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Transzformáció – EOV → OGPSH

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Transformation– OGPSH → EOV

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Transformation – OGPSH → EOV

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Georeference: location data of a raster image in the geodesic coordinate system.

Methods:

– World file

– Header (GeoTiff, GeoJP2…)

– access to software:

http://frankl.comdesign.at/Geo/Georeg.html

Georeferencing

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Georeferencing with Two Points

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Georeferencing with More Points (RMS)

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• Georeferencing land profile WGS-84

– Coordinates (φ, λ, h):

East corner : 46,682803552 –

17,340250842 – 215,403

North-west corner:

46,685463630 –

17,345102758 – 220,276

Georeferencing

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Georeferencing – Set up Coordinates

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Georeferencing - World File Generation: *.jpgw

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• Georeferencing field profile EOV

– Coordinates (y, x, H):

Eastern corner:

519404,937 – 150145,958 – 170,295

North-western corner:

519782,473 – 150433,483 – 175,171

Georeferencing

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Georeferencing - Point with Known Coordinates

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Georeferencing – Word File Generation: *.jpgw

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• Load referated and to- be-referated images

• Create control points

• Select transformation

• Save changes

– Create help files – Create new raster

– Access to software (60 – day trial version):

http://www.esri.com/soft ware/arcgis/arcinfo

Graphic Georeferencing

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Graphic georeferencing

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• With the help of 4

graphic control points

– Polinomial(1)

Graphic Georeferencing

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Video

– Graphic georeferencing

Animation

Videos and Animations for Chapter 5.

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I. question

which OGPSH points are used by the EEHHTT transformation if applied for Galyatető, Hungary?

Tasks for Chapter 5.

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II. question

Digitalize any map sheet with the help of a scanner, georeference it with 3 reference points with the GEOREGARCVIEW software.

The necessary coordinates can be obtained from mapservers (eg. Googlemaps).

Tasks for Chapter 5.

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III. question

Digitalize another map sheet overlapping the previous one with the help of a scanner. Georeferate with 3

reference points with the help of GEOREGARCVIEW

software. Open it together with the georeferated file of the previous task with ArcExplorer JEE (or any other) and check its accuracy.

The necessary coordinates can be obtained from mapservers (eg. Googlemaps).

Tasks for Chapter 5.

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Online correction: GNSS (Global positioning) systems – Navstar GPS

– Glonass – Galileo ...

GNSS corrections, GNSS base station system(s)

Measurement planning devices

Realization of GNSS measurement

Process measurement results

Tools for visualisation, 3D

GNSS Systems

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Basic theory of global positioning

GNSS systems – GPS

– Glonass – Galileo – BeiDou

GNSS correction – GBAS

– SBAS

Online correction

Global Navigation Satellite Systems

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• The coordinates of 3 satellites at a given time are needed.

• If time can be measured accurately, then wave spread speed and the time will help calculate how far we are from the

satellite.

• In the case of 1 satellite, it will give a sphere surface.

• If there is a connection with 2 satellites, then we are on the sphere of both

satellites. The section of the two spheres is a circle.

• The section of the sphere of the third

satellite and the circle will be two points, one of which can always be excluded (eg.

Points far from the earth surface).

Global Positioning System (GPS-GNSS)

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Orbit data errors of satellites, accuracy of clock signal

Change in wave spread speed

State of the ionosphere (measurement using several frequencies)

Characteristics of the atmosphere (temperature, pressure, humidity, other phenomena

Wave spread, DOP (Dilution of Position)

Environment of GPS sensor (shadowing, coverage)

Electromagnetic noises in the environment

Deliberate disturbance – GPS Jamming

– GPS Spoofing – ƒGPS Meaconing

Factors Influencing Measurement Accuracy

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• The GPS system consists of three main sub systems:

– Space segment (satellites),

– User system (sensors and services) – Control segment (terrain control and

monitor stations)

GPS Segments

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GNSS system

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• Selective Ability

– The change in accuracy when SA (disturbance) was turned off on 2. May, 2000.

• Global Performance Assessments

– http://www.schriever.af.m il/Gps

Selective Availability, Global Perf. Assessments

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NAVigation Satellite Timing And Ranging Global Positioning System

1973

First satellite launched: 1978

Official system services from 1995.

GPS SUPPORT CENTER

USA MINISTRY OF DEFENCE

NAVIGATION CENTER

Navstar GPS

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http://gps.losangeles.af.mil http://www.schriever.af.mil

http://www.navcen.uscg.gov

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GLONASS system

– 24 satellites, 3 orbit levels, 120 degree angle

– 8 satellites on each plane, within the same distance from one another, 45 degree width difference.

– A 19100-km orbit

– Time period: cca. 11 óra 15 perc

– Different frequency for each satellite.

Glonass

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http://www.glonass-ianc.rsa.ru

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• 27 working and 3 spare satellites on 3 orbit

planes

• 23 616-km radius orbit

• Integrity

– Integrity signs will also be supplied by Galileo

satellites.

– At least 2 satellites above 25 degrees

– Alarm time: 6s

Galileo

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Beidou-1 satellites and their launch time

1A (31. October, 2000.) 1B (21. December, 2000.) 1C (25. May, 2003.)

1D (3. February, 2007.)

Beidou (Compass)-2

M1 (14. April, 2007.) medium height orbit

G2 satellite (15. April, 2009.) G1 satellite (16. January, 2009.) G3 satellite (2. June, 2010.)

Complete second generation system: 27 MEOs, 3 IGSOs, and 5 GEOs

Would consist of 5 high orbit and 30 medium height orbit satellites.

BeiDou - Compass

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Better quality of GPS reception; provided by the mobile service provider.

– Data exchange between the GPS in the phone and the server of the provider.

– Resource consuming calculation is carried out by the server of the provider.

AGPS (=Assisted GPS), GPRS Coverage

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• Better GPS reception provided by the mobile service provider.

– Data exchange between the GPS in the phone and the server of the provider.

– Resource consuming calculation is carried out by the server of the provider.

AGPS (=Assisted GPS), GPRS Coverage

12 9

https://www.vodafone.hu/lefedettsegi-terkep http://www.telenor.hu/internet/tudnivalok/lefedettseg

http://www.t-mobile.hu/lakossagi/mobil_szelessav/hasznos

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GPRS Coverage

Vodafone

Telenor

T-Mobile

https://www.vodafone.hu/lefedettsegi-terkep

http://www.telenor.hu/internet/tudnivalok/lefedettseg

http://www.t-mobile.hu/lakossagi/mobil_szelessav/hasznos

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CSD (Circuit Switched Data)

Line switched mobile internet - 9,6 kbit/s - 1G

GPRS (General Packet Radio Service) Package - 115 kbit/s - 2G

EDGE (Enhanced Data Rates for GSM Evolution) reinforce GPRS - 236 kbit/s-os (112-400) - 2,5G

3G

third generation mobile network, videocall included 384 kbit/s - 3G

HSPA (High-Speed Downlink/Uplink Packet Access)

Theoretic data transfer speed of HSDPA can be, depending on device and coverage, up to 21 Mbit/s – 3,5G

4G LTE (Long Term Evolution) 1Gbit/s - 4G

Mobil Internet Standards

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Navigation

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navigation, Route on Mobile Phone (2008)

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Absolute – relative measurement planning – Geodesic accuracy

– GIS accuracy

– Navigation accuracy

Aims:

-higher accuracy -higher integrity -lower downtime -SoL (Safety of Life)

Correction Systems

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GPS Position Errors

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GPS (m) DGPS (m)

Clock inaccuracies 1,5 0

Shifts in the satellite orbits 2,5 0

Ionospheric effects 5 0,4

Tropospheric effects 0,5 0,2

Multipath effect 0,3 0,3

Calculation- und rounding errors 0,6 0,6

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The Theory of Differentational Correction

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Typical accuracy of GPS Measurement

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Measurement Processing Code/phase Accuracy Navigation Absolute Real time Code

measurement

~10m

DGPS Relative Real time Code

measurement

~1m

Static Relative Offline Phase

measurement

~1mm Kinematic Relative Offline Phase

measurement

~1cm

RTK Relative Real time Phase

measurement

~1cm

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Post procession

– Absolute : tracklog – DGPS: data collection

– Relative : high accuracy coordinates

Real time

– absolute: navigation – DGPS: line feed

– Relative : alignment, field works

Type of Measurement (Correction Method)

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Single Base

– Accuracy falls further from base

Several bases

– Accuracy not homogenious

VRS - Virtual Reference Stations

– Accuracy homogenious

– Accuracy of system changes just a bit if one station is unavailable.

Field Correction

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Trimble VRS System

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GPS –Glonass Trimble VRS Receivers in Hungary

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VRS for Agriculture

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Traditional RTK GNSSnet

Network RTK GNSSnet

NtripCaster IP address, port: 84.206.45.44:2101 http://gnssnet.hu

GNSSnet Bases and VRS System in Hungary

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• Geotrade GNSS coverage

– Host:

www.geotradegnss.hu – Port: 2101

– http://www.geotrade.hu/

geotradegnss

Geotrade GNSS System

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• Georgikon RTK coverage

• DGPS for the whole country of Hungary

– http://gnss.georgikon.hu – 193.224.81.88:2101

Single Base System – University of Pannonia, Hungary

14 5

Ábra

Graphic Georeferencing

Hivatkozások

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