ils/mls comparison tests at ln miami/tamiami, florida airport · localizer; the mls elevation was...

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ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport Ib Johin ownsend (tirrmm; ~July 1989 DOT/FAA/CT-TN89/39 This document is available to the U.S. public through the Natnal Technical Information Service, Springfield, Virginia 22161. US . ..- :n rTrnp rkto ftdm~~ ~Allrston n9taton Technical Center Atlantic City international Airport, N.J. 06406 Jy 17

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Page 1: ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport · localizer; the MLS elevation was installed to have a coincident runway crossing height with the glide slope. When

ILS/MLS Comparison Tests atLn Miami/Tamiami, Florida Airport

Ib

Johin ownsend

(tirrmm; ~July 1989DOT/FAA/CT-TN89/39

This document is available to the U.S. publicthrough the Natnal Technical InformationService, Springfield, Virginia 22161.

US . ..- :n rTrnp rkto

ftdm~~ ~Allrston n9taton

Technical Center

Atlantic City international Airport, N.J. 06406

Jy

17

Page 2: ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport · localizer; the MLS elevation was installed to have a coincident runway crossing height with the glide slope. When

NOTICE

This document Is disseminated under the sponsorshipof the U.S. Department of Transportation in the interest ofinformation exchange. The United States Governmentassumes no liability for the contents or use thereof.

The United States Government does not endorseproducts or manufacturers. Trade or manufacturers'names appear herein solely because they are consideredessential to the objective of this report.

Page 3: ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport · localizer; the MLS elevation was installed to have a coincident runway crossing height with the glide slope. When

Technlcal RIowt Decvensation Pug*

. O rtN.2. overnmente Accssous go. 3. Riicoptatt .s Catalog Nos

4. Ttleopw ubttleS. Report 04te

July 1989

* ILS/MLS COMPARISON TESTS AT MIAMI/TAMIAMI, 6. Perfermgg Orgaiationm C04.

FLORIDA AIRPORT ACD-33?)

____________________.___________________ AmSols . Porlenmeng Orgaiati Reort. N.

John Townsend DOT/FMA/CT- TN89/39

9. Pffonusnig Organiation Note and Add.... 10. Work. Unit Me. (TRAiS)U. S. Department of TransportationFederal Aviation AdministrationTechnical Center T8MV or Gratn..

Atlantic City International Airport, N.J. 08405 13 Typebo Rport d period C.,.dg

12. 5eenseeing Agenc.y Mm.o sod Add....U. S. Department at Transportation Technical Note

Federal Aviation AdministrationMaintenance and Development Service eei*AenyC4

Washington, D.C. 20590

IS. swplIety Notes

16. Abstract

- A series of flight tests were performed by the Federal Aviation Administration (FAA)

Technical Center at the Miami/Tamiami, Florida Airport, to compare the course

quality of an instrumented landing system (ILS) with a collocated Microwave Landing

System (MLS). The Technical Center's test bed MLS was transported to and collocated

with the commissioned category I ILS on runway 9R at Tamiami. The flight data that

was collected indicate that the MLS has less scalloping than the ILS and the MLS

azimuth is unaffected by overflight interference. .

17. Key Words 15. Oi.She"a Stwematef

Instrument Landing System (ILS) This document is available to the U.S.

Microwave Landing System (MLS) public through the National Technical

* Miami/Tamiami Airport Information Service, Springfield,Virginia 22161.

19. Saetiety Claself. (of thee rewtm) 20. Soewiy Clessil. (05 tis Pae) 21. Me. of Paes 22. Peti..

Unclassified IUnclassified 1 20

Fen. DOT P 1700.7 1-72) Rp..r. *cmltdpg

Page 4: ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport · localizer; the MLS elevation was installed to have a coincident runway crossing height with the glide slope. When

ACKNOWLEDGEMENTS

Without the outstanding cooperation and assistance from the followingorganizations and personnel, it would not have been possible to conduct thesetests in the time alloted:

Tamiami Airport Manager's Office, Mr. Clair Sherrick, Manager

Tamiami Sector Field Office, Mr. Carl Rubino, Manager

Miami Sector Field Office, Mr. George Priest, NAVAIDS Supervisor

Miami Sector Field Office personnel particularly Mr. Juan Rodriquez

Air Traffic personnel from Tamiami Tower and Miami Approach Control

Dade County Airport Department

Accession For

IN715 CTRA&IDTfiC TAB

UnannouncedJustification

a istric:"

Ani:t __:ca

iii

Page 5: ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport · localizer; the MLS elevation was installed to have a coincident runway crossing height with the glide slope. When

TABLE OF CONTENTS

Page

EXECUTIVE SUMMARY ix

BACKGROUND 1

TEST PROCEDURES 1

RESULTS AND ANALYSIS 2

RESULTS AND CONCLUSIONS 2

v

Page 6: ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport · localizer; the MLS elevation was installed to have a coincident runway crossing height with the glide slope. When

LIST OF ILLUSTRATIONS

Figure Page

1 Drawing of MLS Azimuth and Elevation Stations 3

2 Localizer and Azimuth Locations 4

3 Glide Slope and Elevation Locations 5

4 Localizer Error Plot for a Centerline Approach 6

5 Azimuth Raw Error Plot for a Centerline Approach 7

6 Localizer Error Plot for a Second Centerline Approach 8

7 Azimuth Raw Error Plot for a Second Centerline Approach 9

8 Glide Slope Error Plot for a Centerline, 30 Approach 10

9 Elevation Raw Error Plot for a Centerline, 30 Approach 11

10 Glide Slope E:ror Plot for a Second Centerline, 30 Approach 12

11 Elevation Raw Error Plot for a Second Centerline,*30 Approach 13

vii

Page 7: ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport · localizer; the MLS elevation was installed to have a coincident runway crossing height with the glide slope. When

EXECUTIVE SUMMARY

A series of tests were performed at the Miami/Tamiami, Florida Airport, to

compare the course quality of an instrumented landing system (ILS) with a

collocated microwave laLiding system (MLS). The Technical Center's test bed MLS

was transported to and collocated with the commissioned category I ILS on runway

9R at Tamiami. The .flight data that were collected indicate that the MLS has

less scalloping than the ILS and the MLS azimuth is unaffected by overflight

interference.

ix

Page 8: ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport · localizer; the MLS elevation was installed to have a coincident runway crossing height with the glide slope. When

BACKGROUND

During the period March 24-27, 1989, series of tests were performed at theMiami/Tamiami, Florida Airport to compare the course quality of an instrumentlanding system (ILS) with a collocated microwave landing system (MLS). TheseILS/MLS comparison tests were part of a series of tests performed at Tamiamiduring March which included verifying ILS/MLS collocation standards as well as ademonstration of MLS Area Navigation (RNAV) capability.

Tamiami Airport is located approximately 5 miles southwest of Miami and isoperated by the Dade County Airport Department. The airport has very flatterrain and is a general aviation airport with very high traffic volume. TheILS, which consists of an 8-element log periodic localizer array and a nullreference glide slope array, services runway 9R which is 5,000 feet in length and150 feet wide. It is a category I commissioned facility. The Federal AviationAdministration (FAA) Technical Center Test Bed MLS, which consists of a Bendix20 beamwidth azimuth station and a 1.50 beamwidth elevation station, wascollocated with the ILS in accordance with the proposed amendments toattachment G to part I of the International Civil Aviation Organization (ICAO)Annex 10 for these tests. Figure 1 is a drawing of the MLS azimuth and elevationstations used in these tests.

TEST PROCEDURES

The localizer is sited, on the runway centerline extended, 1784 feet beyond thestop end of the runway. The MLS azimuth was installed with the rear of theshelter 200 feet in front of the localizer and was symmetrical about thecenterline extended. Figure 2 is a drawing of the localizer and azimuthlocations. The glide slope is sited 1025 feet back from threshold and 324 feetto the right (as seen by the pilot on an approach) of runway centerline. Theelevation station was installed to place the front of the antenna 906 feet fromthreshold and 274 feet to the right of centerline. This location was to therunway side of a line from the glide slope antenna to the runway centerline atthreshold and provided for coincident threshold crossing heights between theglide slope and elevation systems. Figure 3 shows the locations of the glideslope and elevation antennas.

All of the data collected were airborne data using a fully instrumented Convair580 (CV-580). A Bendix ML-201A MLS receiver was used to collect the MLS data; aBendix RNA-34AF navigation receiver was used to collect the localizer and glideslope data. Both of these receivers output both analog and digital data. Theaircraft tracking was performed using a Warren Knight balloon theodolite and a JCAir FM radio telemetric theodolite (RTT). DME ranging data, for referenceinformation only, was collected using an E-Systems DME/P located near the azimuthand localizer. Both analog (strip chart recorder) and digital (Kennedy 9-trackrecorder) data were collected. The analog was used for real time "quick look"information while the digital data was processed post flight and is used in thisreport.

The MLS azimuth was installed to have the runway heading coincident with thelocalizer; the MLS elevation was installed to have a coincident runway crossingheight with the glide slope. When collecting azimuth/localizer data, the pilotflew the MLS azimuth signal and azimuth, localizer and RTT data were collected.

Page 9: ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport · localizer; the MLS elevation was installed to have a coincident runway crossing height with the glide slope. When

When collecting elevation/glide slope data, the pilot flew the MLS elevation

signal and elevation, glide slope and RTT data were collected.

RESULTS AND ANALYSIS

The data from other tests performed during this series indicated that collocatingan MLS azimuth with a localizer and an MLS elevation with a glide slope does notaffect the quality of the course structure of the ILS. Therefore, anydifferences between the ILS and MLS noted in this report were not caused bycollocating the systems. ILS and MLS course error data are normally presenteddifferently due to different specifications for each system. The ILS data, bothlocalizer and glide slope, are raw error (receiver cross pointer minus RTT) andis not filtered. The MLS data presented in this report is also unfiltered rawerror so that all comparisons are between raw error data.

Figure 4 is a plot of the localizer error for a centerline approach. The errorstays within the prescribed error limits, but the rapid high frequencyoscillations at 0.5, 1.5, 4.5, and 7.0 miles are caused by other aircraft flyingbetween the localizer and the test aircraft (overflight interference). Inaddition, there is a lower frequency scalloping effect on the signal from2 miles to threshold. Figure 5 is a plot of the raw MLS azimuth data for thesame approach. It is obvious from the data that the MLS is unaffected by theoverflight interference and does not have any scalloping. The tolerance limitson the MLS data are those for the PFE filtered data and are for reference only.Figures 6 (localizer) and 7 (azimuth) are the raw error traces from a secondapproacn with the same trends evident. There is overflight interference on thelocalizer at 4 and 6 miles and scalloping in the final 2 miles, while the azimuthsignal is unaffected by the overflight interference and shows no scalloping.

Figure 8 is the glide slope raw error trace from an approach while figure 9 isthe MLS elevation raw error from the same approach. The elevation signal hasless scalloping and fewer course bends thani the glide slope. Figures 10 (glideslope) and 11 (elevation) are raw error traces from a second approach and showthe same trends as the first approach.

RESULTS AND CONCLUSIONS

The data collected show that the Microwave Landing System (MILS) signal has lessscalloping and fewer bends than a category I instrument landing system (ILS)during an approach. In addition, the MLS azimuth signal is unaffected byoverflight interference which causes severe perturbations in the localizersignal.

2

Page 10: ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport · localizer; the MLS elevation was installed to have a coincident runway crossing height with the glide slope. When

~OBSTRUCTIONLIGHTNING RODS

-- LIGHTS

VENTILATION

n HOOD

RUBBER CASKET FORWEATHER SEAL

ANTENNARADOME 10.2 FT ABOVE GND

PHASE CENTERLOCATOR

ANTENNA .

ARRAY

10 FT

SHELTERED CONFIGURATIONAZIMUTH SUBSYSTEM

LIGHTNING ROVS

OBSTRUCTION

13.7 FT ASOVE GND.

ANTENA ] " PHASE CENTER

LOCATOR

SHELTERED CONFIGURATION1.50 ELEVATION SUBSYSTEM

FIGURE 1. DRAWING OF ILS AZIMUTH AND ELEVATION STATIONS

3 31 TAO

Page 11: ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport · localizer; the MLS elevation was installed to have a coincident runway crossing height with the glide slope. When

D CGD DME/p

AZ ANTENNA

Of LOCALIZERANTENNA

F R1784 '-

FIGTJRE 2. LOCALIZER AND AZIMUTH LOCATIONS

Page 12: ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport · localizer; the MLS elevation was installed to have a coincident runway crossing height with the glide slope. When

c,:

ELANTENNA 324

GLIDE SLOPEANTENNA

1050RD

FIGURE 3. GLIDE SLOPE AND ELEVATION LOCATIONS

Page 13: ILS/MLS Comparison Tests at Ln Miami/Tamiami, Florida Airport · localizer; the MLS elevation was installed to have a coincident runway crossing height with the glide slope. When

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