Performance Testing of the Rockwell PLGR+ 96 P/Y Code GPS receiver

Similar documents
MTBF PREDICTION REPORT

DETERMINATION OF WIND SPEED PROFILE PARAMETERS IN THE SURFACE LAYER USING A MINI-SODAR

Point Real-Time Kinematic Positioning

Uncertainty in measurements of power and energy on power networks

GNSS in Cadastral Surveying: State of the Art and future perspectives in the framework of Galileo

To: Professor Avitabile Date: February 4, 2003 From: Mechanical Student Subject: Experiment #1 Numerical Methods Using Excel

Calculation of the received voltage due to the radiation from multiple co-frequency sources

An Improved Method for GPS-based Network Position Location in Forests 1

antenna antenna (4.139)

Technical Literature. SmartRTK: A Novel Method Of Processing Standardised RTCM Network RTK Information For High Precision Positioning

PPS Positioning in Weak Signal GPS Environments using a TIDGET Sensor

BaselineByCode: An Educational -Purpose Software Package for GPS Baseline Determination Using Code Measurements

Discussion on How to Express a Regional GPS Solution in the ITRF

ESTIMATION OF DIVERGENCES IN PRECAST CONSTRUCTIONS USING GEODETIC CONTROL NETWORKS

NATIONAL RADIO ASTRONOMY OBSERVATORY Green Bank, West Virginia SPECTRAL PROCESSOR MEMO NO. 25. MEMORANDUM February 13, 1985

FFT Spectrum Analyzer

Figure 1. DC-DC Boost Converter

熊本大学学術リポジトリ. Kumamoto University Repositor

Figure.1. Basic model of an impedance source converter JCHPS Special Issue 12: August Page 13

Research of Dispatching Method in Elevator Group Control System Based on Fuzzy Neural Network. Yufeng Dai a, Yun Du b

A Preliminary Study on Targets Association Algorithm of Radar and AIS Using BP Neural Network

THE GENERATION OF 400 MW RF PULSES AT X-BAND USING RESONANT DELAY LINES *

Comparative Analysis of Reuse 1 and 3 in Cellular Network Based On SIR Distribution and Rate

TECHNICAL NOTE TERMINATION FOR POINT- TO-POINT SYSTEMS TN TERMINATON FOR POINT-TO-POINT SYSTEMS. Zo = L C. ω - angular frequency = 2πf

AC-DC CONVERTER FIRING ERROR DETECTION

The Performance Improvement of BASK System for Giga-Bit MODEM Using the Fuzzy System

Development of a High Bandwidth, High Power Linear Amplifier for a Precision Fast Tool Servo System

Total Electron Content (TEC) and Estimation of Positioning Error Using Malaysia Data

Performance Analysis of Multi User MIMO System with Block-Diagonalization Precoding Scheme

PLATFORM: a Test-Bench to Test GNC Algorithms and Sensors for Formation Flying, RvD and Robotic Applications

Chapter 1 DIFFERENTIAL GPS

GLONASS Double Difference Ambiguity Resolution in Real-Time

VRT014 User s guide V0.8. Address: Saltoniškių g. 10c, Vilnius LT-08105, Phone: (370-5) , Fax: (370-5) ,

Chapter 29 GPS/GLONASS System Bias Estimation and Application in GPS/GLONASS Combined Positioning

The use of global navigation satellite systems for deformation analysis of the Dargovských hrdinov housing estate

Figure 1. DC-DC Boost Converter

No.Sl. NATIONAL RADIO ASTRONOMY OBSERVATORY Charlottesville, Virginia. January 2 2, i986. Rack and Module Plan for VLBA Electronics

THEORY OF YARN STRUCTURE by Prof. Bohuslav Neckář, Textile Department, IIT Delhi, New Delhi. Compression of fibrous assemblies

Customer witness testing guide

High Speed, Low Power And Area Efficient Carry-Select Adder

Development of an UWB Rescue Radar System - Detection of Survivors Using Fuzzy Reasoning -

Control Chart. Control Chart - history. Process in control. Developed in 1920 s. By Dr. Walter A. Shewhart

PRO- CRIMPER* III Hand Crimping

Webinar Series TMIP VISION

ETSI TS V8.4.0 ( )

High Speed ADC Sampling Transients

Time-frequency Analysis Based State Diagnosis of Transformers Windings under the Short-Circuit Shock

Estimating the Residual Tropospheric Delay for Airborne Differential GPS Positioning

problems palette of David Rock and Mary K. Porter 6. A local musician comes to your school to give a performance

Pneumatic Power Bench Assembly

Optimization Frequency Design of Eddy Current Testing

Ultra Sonic Flow Rate Measurements in Large Pipes and open Channels

Properties of Staircase Procedures for Estimating Thresholds in Automated Perimetry

Parameterization of DGPS Carrier Phase Errors Over a Regional Network of Reference Stations

Rapid re-convergences to ambiguity-fixed solutions in precise point positioning

aperture David Makovoz, 30/01/2006 Version 1.0 Table of Contents

Fine Time Aiding in Unsynchronised Cellular Systems: the Benefits for GPS Integration in Mobile Phones

Bridge Monitoring With Garmin Handheld Receivers

Study of the Improved Location Algorithm Based on Chan and Taylor

Instruction Sheet ROTA- CRIMP* Hand Crimping Tools and

RC Filters TEP Related Topics Principle Equipment

GPS Attitude Determination Reliability Performance Improvement Using Low Cost Receivers

64-QAM Communication System using Three-beam Spatial Power Combining Technology

Impact of Interference Model on Capacity in CDMA Cellular Networks. Robert Akl, D.Sc. Asad Parvez University of North Texas

Multichannel Frequency Comparator VCH-315. User Guide

Ambiguity fixing in real-time PPP Determination of uncalibrated phase delays using a regional network

Radio Link Parameters Based QoE Measurement of Voice Service in GSM Network *

2E - 3E High Wind Kit Manual

A Simple Satellite Exclusion Algorithm for Advanced RAIM

POLYTECHNIC UNIVERSITY Electrical Engineering Department. EE SOPHOMORE LABORATORY Experiment 1 Laboratory Energy Sources

PRACTICAL, COMPUTATION EFFICIENT HIGH-ORDER NEURAL NETWORK FOR ROTATION AND SHIFT INVARIANT PATTERN RECOGNITION. Evgeny Artyomov and Orly Yadid-Pecht

Cryptoeconomics of the Loki network

G. Taylor, C. Brunsdon, J. Li, A. Olden, D. Steup and M. Winter

current activity shows on the top right corner in green. The steps appear in yellow

Harmonic Balance of Nonlinear RF Circuits

MULTIPATH-EFFECT INVESTIGATIONS FOR QUALITY IMPROVMENT OF BIHPOS

DEFENSE DOCUMENTATION CENTER DEFENSE SUPPLY AGENCY

DISTRIBUTED BY: National Technical Information Service U. S. DEPARTMENT OF COMMERCE AD-A

Insertion/Extraction Tool and Replacement Tip Kits [ ]

How to Get Started with Virtual Goalie

An Assessment of the Precise Products on Static Precise Point Positioning using Multi-Constellation GNSS

Instruction Sheet AMPMODU* MTE CONNECTORS Mar 11 Rev A

Wi-Fi Indoor Location Based on RSS Hyper-Planes Method

PRO- CRIMPER* III Hand Crimping

Techniques for Graceful Reversion from Dual to Single Frequency WAAS

SYSTEMATIZATION GPS-ERRORS AND MULTIPATH-EFFECTS IN B&H CEGRN05, BIHPOS AND SAPOS-SACHSEN NETWORKS

Development of virtual instrument motor experiment teaching system based on LabVIEW

PRO- CRIMPER III Hand Crimping Tool Assembly DESCRIPTION (Figures 1 and 2)

A RF Source Localization and Tracking System

A High-Sensitivity Oversampling Digital Signal Detection Technique for CMOS Image Sensors Using Non-destructive Intermediate High-Speed Readout Mode

ECE315 / ECE515 Lecture 5 Date:

onlinecomponents.com

Applying Rprop Neural Network for the Prediction of the Mobile Station Location

LOCATION ~ A P AUG /.._. SAB IN E PASS LNG, L.P. DR EDGE MATERIAL MANAGEMENT PLAN r PROJECT VICINITY MAP FIGURE 1

Guidelines for CCPR and RMO Bilateral Key Comparisons CCPR Working Group on Key Comparison CCPR-G5 October 10 th, 2014

Learning Ensembles of Convolutional Neural Networks

On-the-fly GPS-based attitude determination using single- and double- differenced carrier phase measurements

GNSS P3 Common-View Technique in Synchronization Network Performance Monitoring for LTE-A and 5G NR

Coverage of Hybrid Terrestrial-Satellite Location in Mobile Communications

GPS Precise Point Positioning for Assessing GNSS and Satellite Altimetry Combined Global Ionosphere Maps

Transcription:

Performance Testng of the Rockwell PLGR+ 96 P/Y Code GPS recever By Santago Mancebo and Ken Chamberlan Introducton: The Rockwell PLGR (Precson Lghtweght GPS Recever) + 96 s a Precse Postonng Servce P/Y code GPS recever. Ths recever s avalable to Department of Agrculture and Department of Interor land management agences under a Memorandum of Understandng wth the Department of Defense. These GPS recever performance tests were made at two stes: one under Western Oregon forest canopy at the Clackamas Test Network and another at the open-sky Natonal Geodetc Survey control staton Estacada. All tests were made Usng the Precse Postonng Servce (PPS) P/Y code wth Wde Area GPS Enhancement (WAGE) turned on. The tests were desgned to examne the effect of tree canopy on the followng: The postonal accuracy of varous lengths of data loggng from 1 second to 120 seconds to determne what, f any, ncreases n accuracy occur through the averagng of ncreasng numbers of postons. The effcency of recever performance. That s the number of postons logged durng a specfc perod dvded by the number of possble postons expressed as a percentage. Equpment: Ths test was performed wth the Rockwell PLGR+ 96 usng the manufacturer standard equpment nternal antenna. The manufactures lst prce s $XXXX. Ths unt s manufactured by Rockwell Collns. The PLGR+ 96 SW = 613-9898-013, HW = 1E11 was used for all tests. Test Network and Survey Staton Data: Forested Ste: The Clackamas Test Network s located n Western Oregon on the Mt. Hood Natonal Forest. Clackamas GPS Test Network s a ste for testng P and C/A Code (resource grade) GPS recever performance under moderate to heavy western Oregon tmber canopy. The vegetaton at the ste conssts of Douglas Fr and Western Hemlock over story, these trees are approxmately 24-40" d.b.h., wth a Vne Maple and Red Alder under story. The terran at the ste s nearly flat wth no terran obstructons above 20

degrees. The test network s composed of twelve ponts wth known geographc postons. These twelve ponts were establshed by a conventonal Total Staton closed traverse survey whch was based on two GPS ponts adjacent to the ste whch had reasonable satellte horzon. These two ponts were establshed by statc carrer phase GPS survey connected to the Oregon Hgh Accuracy Reference Network (HARN). Open Ste: The staton Estacada was used as a control ste due to ts clear-sky nature wth no obstructons. Staton Estacada s an Oregon Hgh Accuracy Reference Network (HARN) Order A survey mark establshed by the Natonal Geodetc Survey n 1998, PID-AI1994. The staton s 487 KM, N 47 W of the Clackamas Test Network ste. Feld Data Loggng Procedures: All GPS observatons were made at approxmate antenna heght of 1.5 meters. The recever was pole mounted at the Clackamas ste and trpod mounted at the Estacada ste. All GPS data was logged at 1 poston / 2 seconds. GPS postons ported n Natonal Marne Electroncs Assocaton NMEA 183 format to a notebook personal computer runnng VsualGPS software by Appolocom. All data was logged wth the recever was set wth WAGE (Wde Area GPS Enhancements) on. The recever wth WAGE on processes enhanced clock correcton sgnals from the satelltes. All data was logged wth an elevaton mask of 15 degrees. Clackamas ste: Log approxmately 60 postons at each of the 12 ponts. Data was logged wth the SNR and PDOP set to factory default.. Data was logged wth the ntegral antenna. Estacada control pont: Data logged for 1 hour Data was logged wth the SNR and PDOP set to factory default. Data was logged wth the ntegral antenna. Offce Data Processng Procedures: The data from the NMEA stream was converted from decmal degree format to Degreemnute- second format n Mcrosoft Excel then exported to Geographc Calculator for converson to NAD 83 State Plane Coordnates (SPC), Oregon North Zone. The SPC coordnates were mported nto Mcrosoft Excel. Excel was used to compare the GPS wayponts to the true pont coordnates, calculate statstcs, and compute effcency.

All accuraces report at 2DRMS (see appendx 1 for formulas). The 2DRMS value closely approxmates the 95% error for a poston. In other words, 1 out of 20 measurements wll have errors larger than those publshed n ths report. All data was analyzed n the North Amercan Datum of 1983 (NAD 83). SITE CONDITIONS: These tests were made under dry condtons rangng. No measurements of canopy mosture were made. TEST RESULTS: Test 1. Examne the accuracy of varous lengths of data loggng at forested and open stes Accuracy Relatve to Tme 25 20 Meters 2dRMS 15 10 5 0 1 2 5 10 20 50 100 200 500 1000 Tme n Seconds Place Forest Open Fgure 1: The graph shows the GPS accuracy relatve to length of occupaton at both the open canopy Estacada and forested Clackamas Stes.

Test 1 Dscusson: Ths data reflects a runnng average of all postons at each locaton. Open ste accuracy wth 1 second of data was 13.3 meters 2dRMS. Forested ste (Clackamas) accuracy after 1 second of data was 21.8 meters 2dRMS Forested ste (Clackamas) accuracy after 50 postons of data was 13.4 meters 2dRMS. For open ste (Estacada) there was lttle or no ncrease n accuracy for longer occupaton tmes up to 100 seconds then a slow ncrease n accuracy. For the forested Clackamas Test Network accuracy ncreased when 50 postons were logged.. 802 postons were logged at forested Clackamas Network of these 48 were deleted due to very hgh errors. 1543 postons were logged at the open ste (Estacada), of these none were deleted. Loggng of 50 postons at forested stes appears to provde enough data to detect outler postons. Test 1 Recommendatons: Open stes: One second of data s suffcent; however three wll provde some redundancy. Forested stes: 50 postons of data are recommended.

Test 2: Examne the accuracy dfferences between Forested and Open stes. PLGR Effcency 120% 100% 80% Effcency (%) 60% 40% 20% 0% Forest Place Open Fgure 2: Ths graph presents the effcency of the PLGR at the forested Clackamas Test Network and the open-sky staton Estacada. Test 2 Dscusson: Open ste (Estacada) effcency s 100%. Forested ste (Clackamas) effcency s 60%. Recommendatons for data loggng wth PLGR: Open stes: 1 second of data s suffcent however 3 postons are recommended. Forested stes: 50 postons of data are recommended. Effcency s about 60%. The Natonal Map Accuracy Standard ( NMAS 1947) for pont postons on 1:24,000 Scale Quadrangle maps s 12.2 meters at 90% or to put t n the same confdence nterval as our study 14.8 meters at 95%. Therefore ths recever when used as recommended above meets natonal map accuracy standards when operatng under tree canopy.

Appendx: accuracy computaton formulas Ee Ee = east et = north n T ( 2 2 Ee En ) Eh = + 2 drms = 2 RMS