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The Use of GIS Technology for The Use of GIS Technology for Planning of GNSS Measurement Planning of GNSS Measurement Dalibor Barton k, Irena Opat ilov Institute of Geodesy, Faculty of Civil Engineering, Brno University of Technology,


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The Use of GIS Technology for The Use of GIS Technology for Planning of GNSS Measurement Planning of GNSS Measurement

Dalibor Bartoněk, Irena Opatřilová Institute of Geodesy, Faculty of Civil Engineering, Brno University of Technology, Czech Republic

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SLIDE 2

Syllabus Syllabus

Introduction

Related works

Scope and aim

  • f

the project

Methods

  • f

solution

System design

Contemporary results

Conclusions and future work

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SLIDE 3

INTRODUCTION INTRODUCTION

Measurement using GNSS technology – usage in geodesy

Benefits

sufficient number of visible satellites on the horizon

good constellation of satellites throughout the day

Restrictions

  • bstacles

in terrain

multipath (in dense urban areas)

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SLIDE 4

INTRODUCTION INTRODUCTION

C Contemporary

  • ntemporary

state state

  • f
  • f

issue issue

in the past, the main aim of GNSS (GPS) planning was the determining of the most appropriate time interval for measurement

contemporary meaning – navigation of vehicles and persons in the urban environment, navigation in the airport and maritime transport, geodesy

there are a lot of various applications and software for planning of GNSS measurement

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SLIDE 5

RELATED WORKS RELATED WORKS

Applications Applications and and software software for for planning planning

  • f
  • f

GNSS GNSS measurement measurement

1.

easier tools for planning

a)

freely accessible on the internet:

installed on computer

  • n-line solution

b)

for registered users (paid)

c)

part of the processing software for GNSS measurement

2.

advanced tools for planning with GIS support

a)

not considering influence of multipath

b)

functional tools for ArcGIS

c)

sophisticated tools with the influence of multipath

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SLIDE 6

RELATED WORKS: RELATED WORKS:

1.

  • 1. easier

easier tools tools for for planning planning

inputs of user:

location on the ground (position and height)

time data of observation (date and total time)

interval of evaluation

elevation cutoff

manual plotting of obstacles of horizon (necessity of reconnaissance)

  • utputs of evaluation:

number of visible satellites

elevation and azimuth of satellites above horizon

DOP values

Sky Plot

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SLIDE 7

RELATED WORKS 1: RELATED WORKS 1: number number

  • f
  • f

visible visible satellites satellites

Planning software (Trimble)

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SLIDE 8

RELATED WORKS 1: RELATED WORKS 1: sky sky plot plot

GNSS Planning Online application (Trimble)

Web Mission Planning on-line application (Ashtech)

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SLIDE 9

RELATED WORKS 1: RELATED WORKS 1:

D DOP OP values values

Standalone Mission Planning tool (Topcon)

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SLIDE 10

RELATED WORKS 2: RELATED WORKS 2: 2.

  • 2. advanced

advanced tools tools for for planning planning

the creating of simulation model of locality of measurement on the base of 3D data (frequently digital elevation model)

automated determination of obstacles of horizon (without any reconnaissance before evaluation

  • f planning)

evaluation of accessibility of GNSS is often areal (number of visible satellites, DOP values)

some of them aim to determine multipath risk

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SLIDE 11

RELATED WORKS 2: RELATED WORKS 2: number number

  • f
  • f

visible visible satellites satellites

SKYPLOT_DEM tool

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SLIDE 12

RELATED WORKS 2: RELATED WORKS 2: GDOP GDOP values values

SKYPLOT_DEM tool

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RELATED WORKS: RELATED WORKS: E Evaluation valuation

  • f
  • f

contemporary contemporary state state

  • f
  • f

issue issue

  • f
  • f

GNSS GNSS planning planning

none

  • f the

advanced tools solve planning systematic and complex (for end users)

there is not any tool for planning of individual surveying GNSS methods

for now, advanced tools are only on the level of scientific and research work

=> aim of the work

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SLIDE 14

SCOPE AND AIM OF THE PROJECT

the aim is the creating of advanced application for planning of GNSS measurement on given locality with using GIS technology

the application for planning of measurement will examine the applicability of individual GNSS methods for the selected locality of measurement

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SLIDE 15

AIM OF AIM OF the the WORK WORK

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SLIDE 16

METHODS of SOLUTION

Factor algebra (to split locality into sub-areas)

Optimization (searching suitable GNSS method)

Fuzzy logic (GNSS measuring

  • uncertainty

process)

Expert system (previous experience

  • f

measuring)

Spatial analysis (DMT evaluation in GIS)

Discrete simulation/Data mining (prediction

  • f

important parametres

  • f

the sub-locality)

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METHODS of SOLUTION

Optimization – for each sub-locality:

Where qj … quality of j-th surveying method ajk … parameter of j-th surveying method wjk … weight of parameter of j-th surveying method s … number of parameters of j-th surveying method.

s k jk jk j

s w a q

1

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SYSTEM DESIGN: SYSTEM DESIGN: block block scheme scheme

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SLIDE 19

SYSTEM DESIGN: SYSTEM DESIGN: geo geo-

  • database

database

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SYSTEM DESIGN: SYSTEM DESIGN: the the users users

  • f
  • f

application application

surveyors – manager planning of surveying methods on given locality

area of civil engineering and agriculture – for navigation of earthmoving machinery

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SLIDE 21

SYSTEM DESIGN: SYSTEM DESIGN: process process control control ( (manager manager) )

the core of application

selection of needed data from geo-database

control of individual processes of planning (state diagram)

user interface

entry of the required parameters before evaluating

display of the results to the user

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SLIDE 22

SYSTEM DESIGN: SYSTEM DESIGN: simulation simulation model model

formed mathematical relationships

in GIS simulation of real environment in which measurement is considered

solving of tasks:

processing of data from almanac

determining of obstacles of horizon

derivation availability of GNSS

derivation of the availability of the signal of mobile

  • perator
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SLIDE 23

SYSTEM DESIGN: SYSTEM DESIGN: spatial spatial analyses analyses

maximum usage

  • f built-in functions in ArcGIS

software

in other cases, functional tools newly programmed with Python

realization of some tasks of a simulation model

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SLIDE 24

SYSTEM DESIGN: SYSTEM DESIGN: expert expert system system

formed personal geo-databases created in Microsoft Access

parameters gathered from surveying experience

assumption verification after each measurement

design of database depending on the parameters influencing the accuracy of the GNSS methods

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CONTEMPORARY RESULTS: :

state state diagram diagram of

  • f

control control module module

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CONTEMPORARY RESULTS: :

ER ER diagram diagram of

  • f

database database

  • f
  • f

expert expert system system

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CONTEMPORARY RESULTS: :

database database scheme scheme

  • f
  • f

expert expert system system

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FUTURE WORK: FUTURE WORK: evaluation evaluation

  • f
  • f

planning planning

evaluation in graphic and text form

graphical outputs for viewing through GIS:

layer with plotting, where is possible / impossible to measure by the selected GNSS method

layers with information on the number of visible satellites, DOP values, multipath risks, intensity of mobile signal, ionospheric status, etc.

textual form as a protocol - information about the percentage evaluation

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CONCLUSIONS CONCLUSIONS

The aim is to create advanced application for planning GNSS based on GIS technology

application especially for surveyors, as well as in the field

  • f

civil engineering and agriculture

So far this has been proposed:

block scheme of application with GIS support

mathematical model and objective function

state diagram of control module

database of expert system (ER diagram, database scheme)

next steps:

partial implementation of functional modules (according to block diagram) in Python (ArcGIS)

fulfillment of expert database sample data

testing and verification of application

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SLIDE 30

Thank you for your attention Thank you for your attention

contacts: Dalibor Bartoněk I rena Opatřilová

bartonek.d@fce.vutbr.cz opatrilovai@fce.vutbr.cz

I nstitute of Geodesy Faculty of Civil Engineering, Brno University of Technology Czech Republic