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ESCAP Statistics Division
ESCAP Statistics Division
 
First Meeting    
The First Meeting of the Working Party on the Application of New Technology to Population Data
Bangkok, 24-26 September 1997

STAT/WPA.1/4.1
24 September 1997
ENGLISH ONLY

ECONOMIC AND SOCIAL COMMISSION FOR ASIA AND THE PACIFIC

Working Party on Application of  New Technology to Population Data
First Meeting
24-26 September 1997
Bangkok

Use of GPS in GIS based enumeration area map making and multi media in PC based data collection training
By: Mohammad Hamidul Hoque Bhuiyan 
Director, National Data Bank Project and PDS and SVR Wing, BBS
Views expressed are the opinions of the author. These do not necessary 
have bearing on the government.
 
Contents
  1. Introduction
  2. Use of GPS in GIS based Enumeration Area Map Making
  3. Use of Multi media in PC Based Data Collection Training
  4. Concluding Remarks
  5. Concepts of Key term used
  6. References

1. Introduction
In Bangladesh data on  population and other socio-economic sectors are collected by three methods: 
  1. Decennial Population and Housing Census;
  2. Regular Sample Vital Registration System; and
  3. Regular Health and Demographic Survey.

Post operation evaluations were made on the outcome of all the three methods. On the 15th of September 1997 the final dissemination seminar and expert consultation was held took place where the experiences of  1991 Population Housing Census were evaluated and the conceptual framework for Population and Housing Census 2001 were examined and some recommendations were made. Two major recommendations of the seminar were - 

  1. Enumeration area sketch maps used in the previous censuses must be upgraded and GIS based Enumeration Area maps should be prepared so that under enumeration and duplication remains in control;
  2. Training procedure must be improved so that both the content and the coverage error can be reduced to tolerable level.

Keeping these recommendations into considerations new technologies were scratched and linked to the following aspects for discussion in the first group meeting of the working party: 

  1. Use of GPS in GIS based Enumeration Area Map Making; and
  2. Use of Multi-media Technology in PC based Data Collection Training.
2. Use of GPS in GIS based Enumeration area Map Making
2.1 Geographic Information: 
  Maps and geo-codes are two very important input tools to modern censuses surveys and vital registration activities. In the past enumeration area (EA) maps used in the census were sketch maps. It has been noticed that inaccuracies and incompleteness of maps have direct impact on the coverage and quality of the census and survey results. In view of the circumstances GIS technology were tested to produce EA maps from both the spot imageries and the Areal Photographs for a district. It was observed  it is feasible to prepare revenue village (Mauza) based EA maps if time and resources are provided and co-ordinated efforts are made. Currently in Bangladesh there are 19 organisations who are directly involved in GIS based map making. Out of them six organisations have acquired the GIS technology and have map coverage for 494 sub-districts and 64 districts : 
  1. Bangladesh Resource and Remote Sensing Organisation (SPARRSO);
  2. Local Government Engineering Department (LGED)
  3. Environmental and GIS Support Project for Water Sector Planning (EGIS)
  4. National Data Bank (NDB)
  5. Social Resource Development Institute (SRDI)
  6. Bangladesh Agricultural Research Council (BARC)
Categorically these organizations are well equipped with the software's like Arc/Info, Areview, ERDAS, Idrisi etc.
2.2 Gobal Positioning System (GPS) 
Gobal Positioning System (GPS) is a satellite based system which can be used in land surveying. The word GPS is high sounding but its application is useful and cost effective specially for hilly areas, forest areas, desert areas etc. It can achieve accuracy upto 100 meter horizontal, 156 meter vertical and 340 nano-seconds in time dimensions. For civil users standard positioning system (SPS) is charge free and can be used as back-up. GPS uses receivers for navigation, positioning, time dimension and other research. It operational aspects have been explained in the concepts - in chapter-4. 
The carrier phase tracking is the important phase of GPS which had brought resolution in land surveying. A position can be measured upto 30 km from the reference point without intermediate points. The use of GPS requires specially equipped carrier tracking receivers. 
Differential GPS is a better addition to the GPS system, Special software is required to process carrier phase differential measurement. Newer technique such as Real-Time Kinematics (RTK) processing alowed for centimeter relative positioning with a moving remote receiver. 
Softwares available in the market are - 
  1. The geographic calculator (TM 3.10)
  2. The geographic tracked (TM 2.1)
  3. The geographic transformer (TM 3.0)
  4. Geolink(r) (GPS/GIS Field Mapping System)
  5. DNAV-212 (Field data collection system)
  6. Fieldworker (TM 2.3) pen-based data collection system
System requirements : 
Microsoft Windows (TM 3.0 95/98 ) 
PC Compatible 486 or higher 
Math coprocessor recommended.
2.3 Geolink(r) Mapping System Core Module
  The Geolink mapping system is a fully integrated, flexible GPS/GIS field mapping and vehicle tracking system specially designed to provide users with the industry's most cost effective and powerful GPS/GIS mapping tools available. The geolink code module serves as the host license and provides all basic data collection, editings GIS translation and data quality assurance function. 
2.4 GPS Techniques and Project Cost 
 
  1. Small civil GPS receiver unit cost = US$    200 - 2000/-
  2. Receiver in DGPS unit cost = US$ 5000& - $ 40000/-
3. Use of multimedia in PC based Data Collection Training (CBT).

In all the post census, survey and vital registration evaluation reports the expert opinion was that improvement of standard and level of training is a must for improving the quality of population data specially the age data, Census is a big operation. For census as well as for big survey operation large number of master trainers are required. It was very difficult to have expert trainer in the regular setup of the institution concerned. As a result of which the quality of information suffer. Technology is now available to bring the multimedia and PC computer as an aid to effective training as well as a substitute of efficient trainers. 

CBT requires methodical instruction design approach. The course design should have  "Electronic page turner", "Hypertext", "Graphics", "Audio" and "Video" and constant interaction facilities in CBT. It software should be easy to handle. There should multiple questions and answers script which should be exercised by the trainers. CBT can be used as an aid. It can also be used as distributed training  without the full time attendance of an instructor. 

CBT has the benefit of reduced travel cost, less time off the job, shared training and implied standard and uniformity in training. 

A computer software program is to developed as a "Courseware" by the expert which will be the learning vehicle. The software will be complete with lesson content, questions, branching logic etc. 

Software like Audio Applications, Multimedia Media Studio VE 2.5, Coral photo-paint Photoshop, Powerpoint, HTML, Harvard Graphics, Microsoft Frontpage etc can be used as the software for CBT.

4. Concluding Remarks.

It is believed that in the coming few years PC computers will be more user friendly and web page technology video conferencing and  satellite facilities will be available at low cost. We are now in the transition period of two censuses. So we can explore the possibility of using GPS in GIS based map making. It is also high time to use multimedia and hypertext facilities in PC based training.

5. Concepts of key terms of GPS
5.1 Global Positioning System (GPS)
5.1.1 Space segment 
Space segment of the system consist of 24 GPS Satellites 21 Navigational space vehicle (SV) and 3 active spares orbit the earth in 12 hour orbits. These orbits repeat the same ground track (as the earth turns beneath them) once each day . The orbit altitude is such that the satellite repeat the same track and configuration over any point approximately each 24 hours (4 minutes earlier each day). 
5.1.2 Control Segment 
The control segment consists of a system of tracking stations located around the world. 
GPS Master control and Monitor Network 
The Master control facility is located at Falcon Air Force Base in Colorado. These Monitor Stations measure signals from the SVs which are incorporated into orbital models for each satellites. The models computes orbital data and SV clock corrections for each satellite. The master control stations uploads orbital data and clock data to the SVs. The SVs then subsets the orbital data to GPS receivers over radio signals.
5.1.3 User Segment 
The GPS user segment consists of the GPS receivers and the user community. GPS receives convert SV signals into position, velocity and time estimates. Four satellites are required to compute the four dimensions of  X, Y, Z (position) and Time. GPS receivers are used for navigation, positioning, time dimension and other research. 
Navigation in three dimension is the primary function of GPS. Navigation receivers are made for aircraft,   ships , ground vehicles and for hand carrying by individuals.
GPS Navigation 
  1. Precise positioning is possible using GPS receivers at reference locations providing corrections and relative positioning data for remote receivers . Surveying, geodetic control etc are examples.
  2. Time and frequency dimension, based on the precise clocks on board the SVs and controlled by the monitor stations is another use for GPS.
  3. Research projects have used GPS signals to measure atmospherise  parameters.
5.2 Standard Positioning System (SPS) 
  Civil users worldwide use the standard positioning system (SPS) without charge or restrictions. Most  receivers are capable of receiving and using the SPS signal. The SPS accuracy is intentionally degraded by the use of selective availability. 
SPS Predicable Accuracy 
  1. 100 meter horizontal accuracy
  2. meter vertical accuracy
  3. nano second time accuracy
The GPS accuracy figures are 95% accurate and express the value of 2 standard deviations of radial error from the actual antenna.
5.3 GPS Satellite Signals
  The SVs transmit two microwave carrier signals . The L1 frequency (1572.42 MHz) carries the navigation message and the SPS code signals. The L2 frequency ( 1227.60 MHz ) is used to measure the  inospheric delay by PPS equipped receivers.  Three binary codes ( C/A Code, P-code and L1-C/A codes) shift the L1  and / or L2 carrier phase.
5.4 GPS data
  The GPS navigation message consists of time tagged data bits marking the time of transmission of each sub-frames at the time they are transmitted by the SV. A data bit frame consists of 1500 bits divided into five 300 bit subframes. A data frame is transmitted every thirty seconds. Three six- second subframes contain orbital and clock data. SV clock corrections are sent in subframe one and precise SV orbital data for transmitting SV are sent in subframes two and three. Subframes four and five are used to transmit different pages of system data. An entire set of twenty-five frames (125 subframes) make up the complete navigation message that is sent over a 12.5 minute period.
5.5 Position and Time from GPS
5.5.1 Code phase Tracking (navigation) 
The GPS receiver produces replicas of the C/A and or P(y)-code. Each PRN code is a noise. The receiver produces the C/A code sequence for a specific SV with some form of a  C/A code generator. Modern receivers usually store a complete set of precomputed C/A code chips is memory but a hardware, shift register, implementation can also be used.
5.5.2 Pseudo -Range Navigation 
The position of the receiver is where the pseudo-ranges from a set of SVs intersect.
5.5.3 Receiver position, Velocity and Time 
Position in XYZ is converted within the receiver to geodetic latitude, longitude and height above the ellipsoid 
  1. Geodetic coordinates;
  2. ECEF XYZ conversion to geodetic coordinates;
  3. Geodetic to ECEF XYZ.
5.6 Carrier phase Tracking (Surveying) 
 
  1. Carrier phase tracking of GPS signals has resulted in a revolution in land surveying. A line of sight along the ground is no longer necessary for precise positioning. Positions can be measured upto 30 km from the reference point without intermediate points. The use of GPS requires specially equipped carrier tracking receivers.
  2. L1 and/or L2 carrier signals are used in carrier phase surveying L1 carrier cycles have a wavelength of 19 centimenters. If tracked and measured these carrier signals can provide ranging measurements with relative accuracies of millimeters under special circumstances.
  3. Tracking carrier phase signals provides no time of transmission information.
  4. Carrier phase is tracked at both receivers and the changes in tracked phase are recorded over time in both receivers.
5.7 GPS Error Sources 
  GPS errors are combination of noise, bias, blunders.
5.8 Differential code GPS (Navigation)
  Differential corrections may be used in real time or later with post processing technique. 
  1. Real-time corrections can be transmitted by radio link
  2. Corrections can be recorded for post processing
5.9 Differential Carrier GPS (Survey) 
 
  1. All carrier phase tracking is differential, requiring both a reference and remote receiver tracking carrier phases at the same time.
  2. In order to correctly estimate the number of carrier wavelengths at the reference and remote receivers they must be close enough to ensure that the Ionospheric delay difference is less than a carrier wavelength.
  3. Special software is required to process carrier phase differential measurements. Newer techniques such as Real-Time Kinematics (RTK) processing allow for centimeter relative positioning with a moving remote receiver.
6.  References
6.1 Trimble Navigatiion publishes two booklets on GPS which I found to be useful references in preparing this document:
GPS - A guide to the Next Utility Differential GPS Explained
Trimble Navigation 
645 North Mary Avenue 
Post office Box 3642 
Sunnyvale, CA 94088-3642 
Phone 1-800-827-8000 or 408-481-8000 
Fax 408-481-2000
Basic Geodesy
Smith, JR, 1988, Landmark Enterprises, RAncho 
Cordova ISBN 0-910845-33-6. Check your Library.
Guide to GPS Positioning 
prepared under the direction of David Wells 
ISBN: 0-920-114-73-3 
May be ordered from :
Canadian Institute of Surveying and Mapping 
Box 5378, Station F
Ottawa, Ont. Canada K2C 3J1
6.2 Internet sites : GPS based GIS 
ftp://sundae.triumf.ca/pub/peter/index.html
a) mirrored at: 
http://vancouver-webpages/peter/index.html
ftp://ftp-12.informatik.rwth-aachen.de/pub/arnd/GPS/peter/index.htm
NMEA-0183 interfacing info files and programs (and this FAO, an NMEA-0183 FAQ, and a Garmin 40/45 FAQ) 
http://galaxy.einet.net/editors/john-beadles/introgps.htm
http://www.navcen.uscg.mil
The US Coast Gaurd's Navigation Information web Stie - the official source for civilian GPS information. 
http://www.utexas.edu/depts/grg/gcraft/notes/gps/gps.html
University of New Brunswick Dept. of Geodesy and Geomatics Engineering 
http://www.abnormal.com/~thogard/pgs.html
Misc GPS data and Garmin FAQ 
ftp://ftp.tapr.org.
http://www.mindspring.com/~rwf/.  Look for the links: 
Amateur Packet REporting System (APRS) (current ver 7.1) 
ftp://ftp.hawaii.edu/mirrors/info-mac-gps.hgx
The latest release of MacGPS, version 0.3dl. 
http://www.ressi.ru/SFCSIC_main.html
Coordinational Scientific Information Center(CSIC) 
Russian Space Forces (GLONASS) 
http://satnav.atc.11.mit.edu/
MIT Lincoln Lab GLONASS homepage.
http://www.starlinkdgps.com
Marine DGPS beacon information 
http://www.dgps.com
DCI (Differential Corrections Inc) home page - DCI is a commercial DGPS provider 
http://www.ngs.noaa.gov/PC_PROD/pc_prod.html
Info on UTMS 
http://www.fys.uio.no/~kjetikj/fjellet/GPS1.html
Details about UTM and Grid Zone Designation points. 
http:www.inmet.com/~pwt/gps_nav.html
Introduction to GPS navigation 
http://igscb.jpl.nasa.gov
International GPS Service for Geodynamics (IGS) 
High-accuracy scientific uses of GPS
6.3  Internet sites : PC based training 
PC - Based Training Library 
PC- Based Training Library. Training modules are listed below. Each module can be downloaded to your PC. We recommend that each module be downloaded to a . Http://www. ilsc. Army.mil/tencore.htm -size 3k - 22-Aug-96-English.
PC Training, Home-Based Business, Teaching Software Updates. 
Next-in-Thread | Next Response | Previous Response | Next Thread | PC Training, Home-Based Business, Teaching Software Updates. Base: The Water Cooler . 
http://www.hardatwork.com/HyperNews/get/forums/
employment/3/1/2.html  size 7k-24-May-97-English. 
Training and PC - based Support Tutorials for Statistical Application University 
Training and PC- based Support Tutorials for Statistical Application University of Ulster Noel Wilson and Professor Sally Mc Clean The project aims to . http://www.icvl.hw.ac.uk/itti/b22.html-size 3K-18-Dec-95- English. 
PC Based Training 
Train At Your Desktop In partnership with leading publishers, AFG is pleased to introduce this offering of network-focused, PC-based training. These. http://arg-cbt.catalogue.com/cbt.html-size 11K-26-May-97- English. 
NETG, education, training, PC, computer-based, multimedia, media- based, cl 
http://www.netg.com/anytime1.htm-size  575 bytes - 22-May-97- English. 
Computer-based training-PC Webopaedia Definition and Links 
This page describes the term computer - based training and lists other pages on the Web where you can find additional information. 
http://www.sandybay.com/pc-web/computer based training.htm-size  22K-27- May-97- English. 
PC Based Training Systems For Business 
Convert Your Sales Systems, Training and Reference Manuals Into Software. PAI Patin Associates, Inc. Can help you increase the efficiency  and .  http://home.navisoft.com/patinassoc/pcts.htm  -size  2K-5- Dec-95- English. 
NETG, education, training, PC, computer-based, multimedia, media-based, cli 
For your convenience, we have two locations. Select the site that is appropriate for you. Note: This website uses frames. For optimal viewing you should.  http://www.netg.com/  -size  1K-28-May-97- English. 
Press Releases- Paradigm Shift for Network & PC Training 
MasterSkill Training - South Africa's leading computer based training organization http://www.masterskill.co.za/press/paradim1.htm  - size  7K-21- Jan-97- English. 
Microstation PC Software Training Series : Part III 
Microstation PC Software Training Series : Part III : Hands-on 3D CAD Training. Nature & Objective. As a technology transfer centre for the Hong Kong.  http://www.education.com.hk/hkpc/mpsts23.htm  -size  2K-5- Feb-96- English. 1

 
Pop-IT project (1997-2001)
Project Objectives
Working Party Members
Working Party Meetings
First meeting, Bangkok, 24-26 September 1997
Second meeting, Singapore, 1-3 April 1998
Third meeting, Bali, 7-9 January 1999
Fourth meeting, Manila, 6-9 July 1999
Ffth meeting, Bangkok, 21 October 1999
Sixth meeting, Bangkok, 26 March 2001
Workshops
Application of New Information Technology to Population data, Bangkok, 12-20 October 1999
Population Data Analysis, Storage and Dissemination Technologies, Bangkok, 27-30 March 2001
Guidelines
Population data collection and capture (BBS - Statistics Indonesia)
GPS in modern mapping and GIS technologies to population data (Bangladesh Bureau of Statistics)
Population data dissemination (Statistics New Zealand)
Project Newsletter
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