v/stol aircraft implementation

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AEROSPACE REPORT NO. ATR-73(7303)-1. VOL II NASA REPORT NO. CR-1 14518 ,,///jsA4L1 720 7n1 4/EG AlT/'s5 . /i 7-7; Study of V/STOL Aircraft Implementation Volume II: Appendices Prepared by A. ANDROSKY, S. C. MILLER, J. A. NEISS, W. J. PORTENIER, and: H. M. WEBB Air Transportation Group November 1972 Prepared for ADVANCED CONCEPTS AND MISSIONS DIVI NATIONAL AE:RONAUTICS AND SPAC8E ADMINI:STRATION Moffet Field, California 94035 Contract No. NAS 2-6473 Civil Programs Div:ision THE AEROSPACE CORPORATION NASA-C R-114518 ) STUDY OF V/STOL N73-1 009 IRCRAFT IMPLEMENTATION. VOLUME 2: '3-160 PPENDICES (Aerospace Corp., El Sequndo, alif.) 315 p HC $17.75 CSCL 01B Unclas G3/02 542-31

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AEROSPACE REPORT NO.ATR-73(7303)-1. VOL II

NASA REPORT NO.CR-1 14518

,,///jsA4L1 720 7n1 4/EG

AlT/'s5 ./i 7-7;

Study ofV/STOL Aircraft Implementation

Volume II: Appendices

Prepared byA. ANDROSKY, S. C. MILLER, J. A. NEISS,

W. J. PORTENIER, and: H. M. WEBBAir Transportation Group

November 1972

Prepared for ADVANCED CONCEPTS AND MISSIONS DIVI NATIONAL AE:RONAUTICS AND SPAC8E ADMINI:STRATION

Moffet Field, California 94035

Contract No. NAS 2-6473

Civil Programs Div:ision

THE AEROSPACE CORPORATION

NASA-C R-11451 8 ) STUDY OF V/STOL N73-1 009IRCRAFT IMPLEMENTATION. VOLUME 2: '3-160PPENDICES (Aerospace Corp., El Sequndo,

alif.) 315 p HC $17.75 CSCL 01B Unclas

G3/02 542-31

Aerospace Report No.ATR-73(7303)-1, Vol II

NASA Report No. CR-114518

STUDY OF

V/STOL AIRCRAFT IMPLEMENTATIONVOLUME II: APPENDICES

Prepared by

A. Androsky, S. C. Miller, J. A. Neiss,W. J. Portenier and H. M. Webb

Air Transportation Group

Civil Programs Division

THE AEROSPACE CORPORATION

November 1972

Distribution of this report is provided in the interest ofinformation exchange. Responsibility for the contentsresides in the author or organization that prepared it.

Prepared under Contract No. NAS 2-6473 by

THE AEROSPACE CORPORATION

El Segundo, California

Prepared for Advanced Concepts and Missions Division

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

Moffett Field, California

I

PRECEDING PAGE BLANK NOT FILMED

STUDY OF

V/STOL AIRCRAFT IMPLEMENTATIONVOLUME II: APPENDICES

Approved by

Earl R. Hinz Associate Group DirectorAir Transportation GroupCivil Programs Division

. Programs DivisionGendral Mana gerCivil Programs Division

Preceding page blank

iii

PRECEDING PAGE BLANK N(OT FIL

FOREWORD

This report on the study of V/STOL aircraft implementation is

published in two volumes. Volume I presents a summary of the findings

in eight areas:

* Introduction

* Summary of Study Results

* Short Haul Transportation Needs

· Aircraft Technology

* Aircraft Production Estimates

* Airport and Air Traffic Control Requirements

* Implementation Costs and Funding

* Implementation Action

The present document, Volume II, is an appendix containing the

essential supporting reference data and methodology.

Preceding page blankV

APPENDIX A

SHORT HAUL AIR TRANSPORTATION REQUIREMENTS

iq- [II

CONTENTS

A. 1 CHARACTERISTICS OF THE EXISTING HIGH DENSITYSHORT HAUL MARKET ................ A-1

A. 2 PREDICTION OF THE HIGH DENSITY SHORT HAULMARKET IN 1980 AND 1990 .............. A-6

REFERENCES ... .......... A-63

FIGURES

A-1. Distribution of High Density O&D Passengers by Distance . A-11

A-2. Distribution of High Density City Pairs by Distance . A-12

A-3. Percent of Total Air O&D Passengers in FY 1970Versus Distance Between City Pairs ........ . . A-13

A-4. U. S. Total Seats Available by Air Carrier for all 87 HighDensity Short Haul City Pairs ..... ........ A-14

A. 5 U. S. Total Seats Available by Aircraft for all 87 HighDensity Short Haul City Pairs . .... ........ A-15

A-6. Total Direct Operating Cost by Stage Length ... A-16

A-7. Indirect Operating Expense for Aircraft Traffic & ServiceExpense vs Number of Airports Served .... A-17

A-8. Intercity Travel Demand Model Application. . ... A-18

A-9. Air Modal Split - West Region .. ...... A-19

A-10. Air Modal Split - Northeast Region .......... A-20

A- 1. Air Modal Split - South Region ............. A-21

A-12. Air Modal Split - North Central Region. ...... . A-22

A-13. Air Modal Splits .............. ....... A-23

A-14. Comparison of VTOL & STOL Market Shares,Los Angeles-San Francisco. .. . . . . . . . . .. A-24

A-i .A

FIGURES (Continued)

A-15. Comparison of VTOL & STOL Market Shares,Chicago-Cleveland . . . . . . . . . . . . . . . . A-25

A-16. Comparison of VTOL & STOL Market Shares,Chicago-Detroit . . . . . . . . . . . . . . . . . . A-26

TABLES

A-1. United States Domestic Air Passengers O&D for 1970. . A-27

A-2. United States Domestic City Pair Air Passengers O&D for1970, for all City Pairs Less Than 500 Statute Miles Apart(Arranged in Descending Order of Passenger Traffic). . A-28

A-3. 1970 Geographical Region Summary of United StatesDomestic O&D City Pair Air Passengers for all City Pairswith 100, 000 or Greater O&D Air Passengers and CityPairs Separated Less than 500 Statute Miles . .. A-34

A-4. Geographical Region Tabulation of United States DomesticCity Pair 100, 000 or Greater Air Passengers SeparatedLess than 500 Statute Miles .... A-35

A-5. United States Domestic City Pair Air Passengers, Origin& Destination for 1970, for All City Pairs Less than 500Statute Miles Apart with 100,000 or More Passengers (CityPairs Arranged in Ascending Order of Non-Stop Mileage. A-47

A-6. Mix and Type of Aircraft and Air Carrier in Service bySeats Available on All 87 High Density Short Haul Routes(by Air Hub for Cities with Two or More High DensityShort Haul Routes) ..... A-52

A-7. Comparison of Operating, Traffic, and Financial Statisticsfor Airlines with Approximately 5 Million Passengers inYear Ending 31 December 1970. A-53

A-ii

TABLES (Continued)

A-8. Comparison of Operating Expenses for Airlines withApproximately 5 Million Passengers in Year Ending31 December 1970 ................ A-54

A-9. Indirect Operating Costs for Single Class Service. A-55

A-10. Indirect Operating Cost (IOC) Comparison A-56

A-ll. Initial Indirect Operating Cost Analysis, PSA-CY 1970. A-57

A-12. Revised Indirect Operating Cost Analysis per DepartureIOC Derivation . . . . . . . . . . . . . . . . . . A-58

A-13. Trunk System Load Factors ............ A-59

A- 14. Populations . . . . . . . . . . A- 60

A-15. Predicted Travel Demand . A-61

A-iii

APPENDIX A

SHORT HAUL AIR TRANSPORTATION REQUIREMENTS

This appendix comprises two sections, the first characterizing the

existing high density short haul market and the second the predicted market

in 1980 and 1990. Each section contains supporting discussion, detailed data

and figures judged to be too voluminous for inclusion in Volume I, the sum-

mary report.

A. I CHARACTERISTICS OF THE EXISTING HIGH DENSITY

SHORT HAUL MARKET

a. Existing Travel Demand

The high density short haul market was defined as one in which air

traffic between all city pairs in 1970 satisfied two criteria: travel by 100, 000

or more annual origin and. destination (O&D) air passengers and intercity

air distances of less than 500 miles. In FY 1970 there were 193 city pairs

with 100,000 or more O&D passengers. The percent distribution of passen-

gers traveling between these city pairs as a function of trip distance is pre-

sented in Figure A-1. As shown, almost half (48%) of the O&D passengers

travel less than 500 miles, while an additional 21% travel 500 to 1,000 miles.

Figure A-2, which presents the distribution of city pairs as a function of dis-

tance, indicates there are 87 city pairs with intercity distances of less than

500 miles and 44 city pairs with distances of 500 to 1,000 miles between

them. The 87 city pairs less than 500 miles apart account for 45% of all

high density routes and are well representative of all geographical regions

of the United States. Figure A-3, which is a plot of the percent of total O&D

passengers in 50 mile increments, illustrates that the percent of O&D passen-

gers diminishes rapidly for routes beyond 500 miles.

Table A-I summarizes the high density short haul travel and total i

domestic air travel data by type of carrier while Table A-2 shows the FY 1970

A-i

ranking of the 87 city pairs that meet the high density short haul market

definition. Table A-3 tabulates and ranks this high density short haul travel

by geographical region, Table A-4 lists each of the city pairs by geographi-

cal region and, finally, Table A-5 ranks the 87 city pairs by intercity air

trip distance.

To understand the operations in the existing high density short haul

market an examination was made of each of the air hubs (cities with two or

more high density short haul routes) to determine the mix and type of air

carriers and the mix and type of aircraft in service on a seat available basis.

This data is given (with the hubs listed-alphabetically) in Table A-6 and the

hub summary is given in Figures A-4 and A-5.

b. Comparison of Airline Operating Statistics and Costs

Pacific Southwest Airlines (PSA) is a recognized efficiently run Cali-

fornia intrastate air carrier operating exclusively in the high density short

haul market. It was selected as a convenient standard for comparing operat-

ing data with other domestic airlines carrying a similar number of passengers.

In 1970, PSA--and three other airlines, Allegheny, Braniff and Continental--

carried approximately 5 million passengers.

A tabulation was made of the operating, traffic and financial statistics

for the four airlines. The PSA data was obtained from the PSA Financial

Statements for the 12 months ending December 31, 1 9 7 0 A- 2 and from the PSA

Annual Stockholder Report for 1 9 7 0 .A - 3 The information for the other three

airlines was obtained from the CAB Air Carrier Traffic Statistics for the

12 months ending December 31, 1970, A - 4 the CAB Air Carrier Financial

Statistics for the 12 months ending December 31, 1 9 7 0A - 5 and the Annual

Stockholders Report for Braniff, Continental and Allegheny for 1970.A - 6 , 7 , 8

These statistics are discussed in the following paragraphs.

(1) Operating Revenue

Line 13 of Table A-7 lists the fare per revenue passenger mile for

each of the airlines. The comparison shows that PSA, operating at fare

A-2

yields from 20% to 55% less than the other airlines, was able to earn an

operating profit of 5. 6% of total operating revenue. The review of the operat-

ing expenses that follows will identify the cost differentials that allow PSA to

operate profitably at this lower fare per revenue passenger mile.

(2) . Direct Operating Expense

The PSA direct operating cost matches the direct operating cost (for

PSA's average seating capacity and average stage length) calculated using the

ATA direct cost formula.A- 1 It was found, however, that the ATA direct

cost formula predicts a higher direct cost for the short stage lengths

(Allegheny) and a lower cost for the longer stage lengths (Braniff and Conti-

nental) than the airline's actual direct cost. The reason for this cost differ-

ence (10% to 30%) was not identified.

Line 26 of Table A-7 lists the total direct operating expense

expressed in percent of total operating revenue. This shows PSA with the

highest total direct expense of the four airlines, 53. 9% of total operating

revenue. An examination of the direct expense items on lines 22, 23, 24 and

25 of Table A-7 shows that PSA flight operations expense is equal to or lower

than that of the other three airlines, the PSA maintenance direct expense is

about equal to the maintenance direct expense of the other airlines and the

PSA maintenance indirect expense is less than that of the other airlines.

However, depreciation of flight equipment is a much higher expense for PSA.

A review of reference materialA-3, 6 ,7,8 reveals that PSA has the newest and

most modern jet fleet which requires a larger depreciation expense.

Airlines sometimes express the direct operating cost in cents per

available seat mile versus stage length in miles to account for large cost

items such as fuel and crew salaries which vary both as a function of

distance flown and aircraft seating capacity. Therefore, the cost for each

airline in cents per available seat mile (Line 7, Table A-8) first was

normalized to reflect a single class of service with PSA density seating and

then was plotted (Figure A-6) against the average stage length flown (from

A-3

Line 11 Table A-7). The data points from the four airlines plot as a smooth

curve (Figure A-6) showing that the PSA direct operating cost is consistent

with the direct operating costs of the other airlines.

(3) Indirect Operating Expense

The total indirect operating expense for each of the four airlines is

given on Line 33, Table A-7. The PSA indirect operating expense is 33%

of the total operating revenue compared to 43-45% for each of the other air-

lines. Table A-8, Lines 8 through 12, itemizes the indirect operating

expenses for each of the airlines in terms of cost in cents per available seat

mile, cost in cents per revenue passenger mile, and cost in dollars per pas-

senger. Because each airline offers different classes of service and conse-

quently different seating densities the cost information in Table A-7 requires

normalization to a standard seating configuration. After normalization, to

a single class of service using PSA coach density seating, the indirect cost

is presented in Table A-9 in two forms: cost in cents per available seat

mile and cost in cents per revenue passenger mile. An item by item exam-

ination of these costs revealed the following:

o Depreciation, Other: (Line 6, Table A-9) shows consistency at=. 032 cents/available seat mile.

o General and Administrative: (Line 5, Table A-9) shows con-sistency at =. 30 cents/revenue passenger mile.

o Promotion and Sales: (Line 4, Table A-9) shows that Allegheny,Braniff and Continental agree at =. 30 cents/available seat milewhile PSA has a cost of .22 cents/available seat mile. This canbe explained as the difference in promotional sales and ticketcounter costs between a market spread over many cities (aver-age 39) over a large geographical area involving several statesand a market that is dense with only 8 cities all within one state.

o Passenger Service: (Line 2, Table A-9) shows that Allegheny,Braniff and Continental costs agree at =. 57 cents/revenue pas-senger mile while PSA spends only .35 cents. The cost of serv-ing meals could account for this cost differential. PSA is theonly airline of the four that does not serve meals.

o Aircraft Traffic and Service: (Line 3, Table A-9) shows a cor-relation when the costs are plotted against the number of airportsserved by each airline. This data is presented in Figure A-7.

A-4

These indirect cost parameters were then combined giving, the follow-

ing empirical formula for predicting the total indirect operating expense.

IOC = (.0063 + .0022 with meals) x RPM + (.0054 + .008 F + C) x ASM

where:

IOC: Indirect Cost in Dollars/One-Way All Coach Jet Trip

RPM: Revenue Passenger Miles = (Number of Passengers)(Stage Length)

F: I If not Dense Commuter Market0 Otherwise

C: Cost as a Function of Number of Airports in System;Value Read from Figure A-7

ASM: Available Seat Miles = (Aircraft Capacity) (Stage Length)

Table A-10 is a comparison of the indirect operating cost per aver-

age trip for PSA, Allegheny, Braniff and Continental. The IOCs were cal-

culated by: the initial IOC study based on the 1970 PSA data (Table A-11),

the empirical method developed in the preceding paragraph, and the airline

actual IOCs. Both the initial IOC and the empirical IOC agree for the aver-

age PSA trip. However, the initial IOCs are too high for stage lengths

shorter than the PSA average stage lengths. Hence, the initial IOC method

does not reflect sufficiently the variation of indirect operating cost with

stage length. An examination of the Aerospace Cost Allocation in the initial

IOC analysis (Table A-11) shows that all cost items circled with the broken

lines could be reapportioned to available seat miles and to revenue passenger

miles to reflect the variation of indirect operating costs with stage length.

In addition, most of the indirect cost items do not appear sensitive to vari-

ations in either revenue or load factor. This suggests that the indirect costs

should be apportioned to the system capacity (available seat miles) with a

smaller portion assigned to load factor (revenue passenger miles). The

indirect cost formula was revised with the new cost allocations shown in

Table A-12. The last line of Table A-O10 lists the revised IOCs calculated

for the average stage lengths and average seating capacities of each of the

A-5

four airlines. This revised IOC formula now gives good agreement as a

function of airline stage length.

A. 2 PREDICTION OF THE HIGH DENSITY SHORT HAUL MARKET

IN 1980 AND 1990

The methodology used to predict the short haul demand in 1980 and

1990 is described in the main body of the report. This section includes

detailed discussions of the models and data used in the prediction of demand.

a. The Intercity Travel Demand Model

The Intercity Travel Demand Model previously developed by

AerospaceA- 9 was used to predict total travel demand because it has proved

to be more accurate than the conventional gravity model.

Actual travel demand for cities in the California and Midwest Corri-

dors was plotted as a function of the associated population products. These

data are indicated in Figure A-8. According to the conventional gravity model

approach, for any given intercity distance, the slope of the line connecting

the city pair data should be a constant on a log-log plot. It is seen from the

data that the slope is not constant, but decreases as the population product

and the total number of daily person trips increase. This is quite reasonable

in that, as cities grow, the services available to any resident in his local area

tend to increase, and thus his need to travel to a distant city to satisfy his

needs is lessened, resulting in a reduced rate of growth in intercity trips.

It was determined that the slope of the data segments is a linear

function of the total daily person trips and, using this relationship, a series

of demand curves was constructed. These curves are shown together and

with the general equation for the curves in Figure A-8.

Using the calibration constants shown, the fit of the Aerospace model

to the California data was considerably better than that of the conventional

gravity model, with errors generally under 10 percent for any city pair.

Unlike the gravity model, the Aerospace model requires a single survey

A-6

data point for each city pair which effectively takes into account non-

population travel demand factors for that pair. City pairs which generate

a large demand would be expected to have a calibration point on one of the

upper curves while those with relatively less attractiveness would yield a

calibration point on one of the lower curves.

Using the Aerospace model, potential demand for a future time period

can be calculated from only the city pair population product and demand for

a given year, and the forecast population product for the desired year. Total

travel demand for 1980 and 1990 was calculated in this way for each of the

87 city pairs comprising the high density short haul market.

b. Prediction of Modal Splits

(1) Current Air Modal Splits

Current air modal splits as a function of intercity distances are

presented in Figures A-9 to A-12 for each of the four standard census

regions. These were derived from the 1967 Census of Transportation data

tape and used to calculate the current air modal split for each of the 87 city

pairs in the short haul market.

(2) Load Factor Considerations

Recent air carrier and CAB statistics were used to determine the load

factors obtainable in competition and non-competition markets. The domestic

trunks which typically serve long haul high density markets had a five year

adjusted load factor of 55% in 1969 as shown in Table A-13. PSA achieved a

system load factor of 50. 2% in 1970, when overcapacity existed throughout

the airline industry. Taken together, these facts indicate that a 55% load

factor is both reasonable and achievable in a short haul high density market.

The load factor achievable in a non-competition market was determined by

considering the 1967 load factor of 62% experienced on routes served by one

carrier. Assuming optimum scheduling, a 65% load factor was chosen as

characteristic of the non-competition market.

A-7

(3) Potential Air Modal Split Growth

Minimum and maximum short haul markets in 1980 and 1990 were

estimated based on potential air passenger capture (air modal split) possible

through improved air service. The minimum passenger growth case is

derived from the Pacific Southwest Region (California Corridor), one of the

regions in the U.S. that currently has excellent short haul air service. This

region has many air service paths between cities, high frequency of service,

high density aircraft seating, and low existing air fares. Thus, it will be more

difficult to offer an improved service that can increase the percent of the total

travel demand that will travel by air. The North Central Region (Midwest

Triangle) was chosen to be indicative of a market with maximum growth

potential. This region has few service paths between cities, low density

aircraft seating and relatively high (CAB) fare levels. Here, there is an

opportunity to select more convenient airport locations, add service paths

and increase seating density so as reduce fares and create a large increase

in air passenger demand.

In addition, both types of market growth (minimum and maximum)

were examined to determine the impact on air passenger demand if fares were

established to reflect the costs of operating at either the 55% or 65% average

passenger load factor noted above as being representative of competitive and

non-competitive markets. The 55% load factor is representative of two or

more airlines operating in competition on a route, while the 65% load factor

is representative of a single airline operating on a route (non-competition

market).

The range of air modal splits resulting from these four types of short

haul air market growth is shown in Figure A-13. Curve ( represents the

maximum potential air passenger demand created by a maximum growth

market achieved with the lower fare obtained by operating at a 65% (non-

competitive) load factor. The next highest demand, represented by curve (,is again that in a maximum growth market with the airlines operating at a

higher fare based on the increase in costs associated with operating at a 55%

A-8

(competitive) load factor. Curves Q and ( represent the minimum growth

market air passenger demand again obtained by utilizing fare levels based on

costs of operating at 55% and 65% load factors, respectively.

(4) Potential V/STOL Demand

Table A- 14 contains the current and predicted populations for the

cities comprising the 87 city pairs. The predicted travel demand is pre-

sented in Table A- 15 for all modes of transportation and for air service

for each of the city pairs.

(5) V/STOL Market Shares in 1990

A comparison was made of VTOL and STOL market shares for three

additional city pairs simulated by the modal split program. The market

shares for each of the intercity modes of transportation (air, bus and rail,

auto) are shown for Los Angeles-San Francisco, Chicago-Cleveland, and

Chicago-Detroit in Figures A-14, A-15 and A-16, respectively.

The left-hand side of Figure A- 14 shows the calibration data for Los

Angeles-San Francisco for 1970 where an existing 13 service path CTOL sys-

tem charges a fare of $16.50. The figure shows that 42% of the travel is by

air, 3% by bus and rail, and 55% by auto.

The center of Figure A-14 illustrates the Los Angeles-San Francisco

percentages of travel by each travel mode in 1980 with the addition of a six-

path non-CBD STOL service. The CTOL fare remains $16.50 (dotted line)

while the STOL fare is varied between $14 and $22. At a fare of $22, STOL

service captures only 13% of the total travel demand while at a fare of $14 it

captures 47%. At the lower fare, most of the additional travel demand is

captured from the CTOL service.

The right-hand side of Figure A-14 depicts the Los Angeles-San

Francisco travel in 1990 with the CTOL and STOL service the same as in 1980

but with the addition of a single path CBD to CBD VTOL system. With STOL

and CTOL fares fixed at $16.50 the VTOL fare was varied. At a fare of $22,

A-9

VTOL captures only 4% of the total travel demand while at a fare of $16.50

it captures 18% of the total demand leaving 8% of the travel by CTOL, 22%

by STOL, 50% by car and the balance (3%) by bus and rail.

Figures A-15 and A-16 show the same analysis for Chicago-Cleveland

and Chicago-Detroit.

A-10

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; : ' ~ .' ..... [_I.._ C ontine nta[ Ratio-- 130/1-58.

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A-16

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REFERENCES

A-1 Standard Method of Estimating Comparative Direct Operating Costs

of Turbine Powered Transport Airplanes, Air Transport Associationof America, December 1967.

A-2 Pacific Southwest Airlines Financial Statement for the 12 MonthsEnding 31 December 1970, as filed with California Public UtilitiesCommission.

A-3 Pacific Southwest Airlines Annual Report for 1970.

A-4 Air Carrier Financial Statistics, Civil Aeronautics Board,December 1970, Volume XVIII-4.

A-5 Air Carrier Traffic Statistics, Civil Aeronautics Board,December 1970, Volume XVI-12.

A-6 Braniff Airways, Incorporated Annual Report, 1970.

A-7 Continental Airlines 1970 Annual Report.

A-8 Allegheny Airlines, Inc. 1970 Annual Report.

A-63

APPENDIX B

AVAILABLE AIRCRAFT TECHNOLOGY

CONTENTS

Page

B. 1 Aircraft Definition.

B. 1. a Design Selection.

B. 1. b 1980 Externally Blown Flap STOL.

B. 1. c 1990 Augmentor Wing STOL . . .

B. 1. d 1990 Lift-Fan VTOL.

B. 2 Aircraft Noise Definition .

B. 2. a 1980 EBF-STOL.

B. 2. b 1990 AW-STOL .

B. 2. c 1990 Lift-Fan VTOL . . . . .

References .

... . . . . . . . . . B-2

... . . . . . . . . . B -2

... . ... .... . . B-3

... . . . . . . . . . B-5

... . . . . . . . . . B-5

... . . . . . . . . . B -6

... . . . . . . . . . B -6

... . . . . . . . . . B -9

... . . . . . . . . . B -9

... . . . . . . . . . B-47

FIGURES

Propulsive Lift Concept.

1980 Externally Blown Flap STOL.

1980 STOL Externally Blown FlapWeight and Thrust Versus Passenger Capacity ....

Takeoff Gross Weight Summary. ..........

1990 Augmentor Wing STOL . . . . . . . .. .

Mission Performance Profiles - 150-Passenger STOL.

1990 Lift Fan VTOL Aircraft .

Mission Performance Profiles - Baseline Lift Fan100-Passenger.

Principal Internal and External Noise Sources .

Comparison of Aircraft Noise Levels Relative to FAA-FAR 36 ......... .........

Externally Blown Flap Noise . . . . . . . . .

Estimated 1980 EBF Takeoff and Landing Noise ....

. . . B-11

. . B-12

B-13

* . . B-14

* . . B-15

B-16

. . B-17

* . . B-18

. . B-19

· . . B-20

* . . B-21

B-22

B-i

B-1.

B-2.

B-3.

B-4.

B-5.

B-6.

B-7.

B-8.

B-9.

B-10.

B-11.

B-12.

FIGURES (Contined)

Page

NASA EBF Noise Estimates .. . . . . . . . . . . . . . B- 23

Estimated 1980 STOL Noise ............... B-24

Conversion of PNL at 500 ft to EPNL vs Distance . . B-25

1980 EBF Takeoff and Landing Noise Levels .. . .... B-26

1980 EBF Sideline Noise Levels . ........... B-27

1980 STOL EBF Desired Noise Levels . . . . . . .... B- 28

1980 Augmentor Wing Takeoff and Landing Noise Levels . . B-29

1980 Augmentor Wing Sideline Noise Levels . . ..... B- 30

Augmentor Wing Noise . . . . . . . . . . . . . . . . . B-31

1990 STOL Takeoff and Landing Noise Levels . . . . . . . B-32

1990 STOL Sideline Noise Levels ......... 8... B-33

1990 STOL-AW Desired Noise Levels ...... .. B-34

1990 VTOL Approach, Takeoff and Sideline Noise Levels .. B-35

1990 Lift Fan VTOL Desired Noise Levels .. . . .. . B-36

TABLES

EBF STOL Aircraft Geometry .

1980 STOL Aircraft Characteristics Summary.

1980 EBF-STOL Block Performance.

1990 Augmentor Wing STOL Aircraft Geometry

1990 STOL Aircraft Characteristics Summary

1990 Augmentor Wing STOL Block Performance

1990 Lift Fan VTOL Aircraft Geometry.

1990 VTOL Aircraft Characteristics Summary

1990 Lift Fan VTOL Aricraft Block Performance

... . B-37

.... B-38

.B-39

.... B-40

... . B-41

... . B-42

. ... B-43

... . B-44

... . B-45

B-ii

B-13.

B-14.

B-15.

B-16.

B-17.

B-18.

B-19.

B-20.

B-21.

B-22.

B-23.

B-24.

B-25.

B-26.

B-1.

B-2.

B-3.

B-4.

B-5.

B-6.

B-7.

B-8.

B-9.

APPENDIX B

AVAILABLE AIRCRAFT TECHNOLOGY

Any study of the economic viability of short haul air transportation

and its environmental impact requires the definition of aircraft compatible

with the projected time of introduction of the service and the transportation

objectives. The pertinent considerations for this study were: a 1980 initial

operating capability (IOC) and an advanced system for 1990, the use of exist-

ing airfields where possible, and the minimization of noise impact. These

considerations have a significant effect upon the requirements for aircraft

technology. There are a number of potential options in aircraft design to

be considered. These include the powered lift STOL systems such as the

externally blown flap or the augmentor wing concepts, and the VTOL systems

such as the lift fan concepts. In addition to the aircraft design concept,

there are the type and degree of sound suppression, the engine technology and

the structures technology.

Since the first opportunity to phase in a STOL system would be as a

replacement for and supplement to present CTOL aircraft used on the short

haul routes, the 1980 time period is of interest, for at this time a part of the

CTOL fleet will be approaching the end of normal service life. Therefore,

a set of four STOL aircraft of varying passenger capacity was defined for each

design type. The aircraft represent a minimum technological advancement

for the 1980 IOC having the capability to use shorter runways and reduce

noise significantly. The 1990 IOC allows for the consideration of a more

advanced STOL technology, and the inclusion of a VTOL capability. Again,

a set of four aircraft of varying passenger capacity was defined for each

design type. The aerodynamic, structural and propulsion technology was

defined for each aircraft and the block performance determined as a function

of range to permit an economic evaluation.

B-i

The noise impact was evaluated for nominal operational paths and

airport categories and capacities. These noise data were generated in the

form of NEF contours for relative comparison and determination of the

impacted area. The resulting designs provide for a relative assessment of

technology for STOL/VTOL service introduction and implementation.

B. I AIRCRAFT DEFINITION

a. Design Selection

In view of the number of options in aircraft design and operations

that are possible for the 1980 and 1990 time periods, it was decided to

define a single type of STOL design that would represent a reasonable

aircraft to be anticipated for 1980, and to define a more advanced STOL

and a VTOL for 1990. The most salient characteristics selected were:

1980 STOL

Field Length 3, 000 ft.

Powered Lift System Externally Blown Flap (EBF)

Passenger Size 1500Primary

Range

Structures

Noise

Mcr

1990 STOL

Field Length

Powered Lift System

50, 100, 200 - Secondary

500 smi.

Aluminum Technology

Suppression to provide

95 EPNdB @ 500 ft. desired

0. 8 @ 30, 000 ft.

2, 000 ft.

Augmentor Wing (AW)

B-2

Passenger Size

Range

Structure

Noise

M cr

1990 VTOL

Field Length

Powered Lift System

Passenger Size

Range

Structure

Noise

M cr

150 - Primary

50, 100, 200- Secondary

500 smi.

All primary and secondary

structures are composite material

Suppression .to provide

85 EPNdB @ 500 ft. desired

0. 9 @ 30, 000 ft.

1, 000 ft. (set by terminal, apron,

etc. requirements)

Lift Fan (LF), (fan-in-wing type)

150 - Primary

50, 100, 200 - Secondary

500 smi.

All primary and secondary

structures are composite material

Suppression to provide

90 EPNdB @ 500 ft. desired

0. 9 @ 30, 000 ft.

These characteristics were then translated into aircraft designs

by the use of standard design procedures for the 1980 aircraft and the use

of the V/STOL Aircraft Sizing and Performance Computer Program

(VASCOMP II) by ACMD for the 1990 STOL and VTOL designs. The power

lift concepts used for the three designs are illustrated in Figure B-1.

b. 1980 Externally Blown Flap STOL

The basic aircraft design is illustrated in Figure B-2. The

propulsion system used is. based on the P & W STF-344 engine design

B-3

study. This engine is typical of current "paper" engines and could be

available for 1980, but additional noise suppression would have to be

incorporated into the design to approach the desired noise levels.

Reference to the section on airport requirements and capacities

(Appendix D) will indicate that there is no requirement for a field length

capability of less than 3000 ft. where available airports, traffic require-

ments and passenger convenience are considered. This field length tends

to reduce the aircraft design problem in terms of weight, wing loading

and power requirements. The aircraft geometry and mission characteristics

are summarized in Table B-l. The weight and propulsion characteristics

are summarized in Table B-2 which also shows a complete weight statement

for the 150 passenger basic design airplane. The empty weight, engine weight

and thrust of aircraft with other passenger capacities are listed in Figure B-3

and the variations as a function of passenger capacity are also shown.

A comparison of the takeoff gross weight as a function of passenger

capacity is shown in Figure B-4 for 1980 EBF-STOL relative to other

V/STOL design aircraft and the other aircraft of this study. A simplistic

check was made of the impact of range, cruise altitude and fuel reserves by

considering the additional fuel in terms of equivalent passengers. A nomi-

nal increase in TOGW of approximately 20, 000 lb for the 1980 EBF STOL

150-passenger aircraft results from an increase in design range from 500

smi to 500 nmi, an increase in reserves from 100 nmi at 30, 000 ft to 200

nmi at 20, 000 ft, plus 15 min at 10,000 ft and cruise at 0.76 M at 20, 000 ft

instead of 0. 8 M at 30, 000 ft. Considering the differences in aircraft design

range, field length requirement, fuel reserves, cruise altitude, and mate-

rial technology, a reasonable level and variation relative to the other studies

are shown for the basic 1980 EBF STOL.

The block performance for the 1980 EBF-STOL is shown in Table

B-3 for stage lengths from 50 to 500 statute miles. These data were used

in the determination of operating costs.

B-4

c. 1990 Augmentor Wing STOL

A conceptual illustration of the basic aircraft design is shown in

Figure B-5. The geometry and design mission are summarized in Table

B-4. The primary changes from the 1980 EBF-STOL are in the engine con-

figuration and the wing and tail surfaces geometry. The weight and engine

characteristics are summarized in Table B-5. The use of composites in

the structure and a more advanced engine technology result in a lower weight

than for the 1980 EBF-STOL even though a 2000 ft field length capability is

specified in place of the 3000 ft for the 1980 case.

The block performance for the 1990 AW-STOL is summarized in

Table B-6. The block performance mission flight profiles are shown in

Figure B-6. The higher cruise Mach number for the 1990 STOL results

in reduced block times, as might be expected. The reduced field length

capability will result in a reduced noise impact area, but is not required

for the available fields selected for STOL operations. Where a new STOL-

port might be considered, the necessary size is reduced.

d. 1990 Lift-Fan VTOL

A conceptual illustration of the basic aircraft design is shown in

Figure B-7. The geometry and design mission are summarized in Table

B-7. The wing geometry has been altered to accommodate the lift-fan

engines, and the cruise engines have been placed in a single nacelle because

of the reduced wing span. The weight and engine characteristics are

summarized in Table B-8. The use of composites and advanced engine

technology results in a lower weight for this aircraft also. This aircraft

has a vertical takeoff capability, but a reasonable ground area is required

for aircraft parking, taxiing and turning.

The block performance of the 1990 LF-VTOL is summarized in

Table B-9. The block performance mission flight profiles are shown in

Figure B-8. The block times are further reduced from those for the 1990

B-5

AW-STOL. The VTOL capability allows the implementation of a CBD

VTOLport with minimum land acquisition requirements.

B. 2 AIRCRAFT NOISE DEFINITION

A potential benefit to be derived from the introduction of V/STOL

aircraft is the significant reduction in noise impact on the area surrounding

the airport. Partial benefits result from the reduced field length require-

ments with steeper approach and departure flight path angles. The full poten-

tial for noise reduction, however, requires the maximum use of noise sup-

pression techniques on the V/STOL aircraft. The combination of V/STOL

operations and full realization of noise suppression would permit the use of

municipal and general aviation airports where CTOL aircraft are not welcome

or are not permitted.

The definition of noise levels and of noise suppression methods is

currently receiving considerable attention and study by government

agencies and industry. The principal internal and external noise sources

for a turbofan engine are illustrated in Figure B-9. A nominal comparison

of current aircraft noise levels relative to FAA-FAR 36 is illustrated in

Figure B-10. In general, most of the current aircraft are above the FAR 36

level, and are far above the desired noise level of 95 EPNdB for the 150-

passenger 1980 V/STOL aircraft, 85 EPNdB for the 1990 STOL and 90 EPNdB

for the 1990 VTOL. While these were the designated desired noise levels for

this study and provided the basis for the NEF impact, a buildup of predicted

noise level was constructed for each of the aircraft designs to provide an

assessment of the R&D technology requirements.

a. 1980 EBF-STOL

The externally blown flap concept was selected for the 1980 STOL

design, as indicated in the aircraft section. The noise sources for this

B-6

concept are illustrated in Figure B-il. In addition, current EBF programs

are indicated, the requirements to reach the desired noise level are sum-

marized, and some new research areas to improve noise alleviation are

noted. A noise buildup was made for the current study using available engine

data and NASA noise test results. The noise estimate assumptions for this

case were:

* Engine exhaust velocity characteristics of the P&W STF-344design used for the aircraft.

* Flap interaction noise based on NASA research results.

* Attenuation with distance based on spherical radiation.

· Atmospheric absorption of 1 dB per 100 ft.

* No tone corrections required.

* Duration correction based on scaled CTOL data.

Considering the assumptions above and the available data, there

were two possible approaches to the noise derivation:

(1) Use the NASA research data to predict the PNL at 500 ft.

(2) Use the P&W engine noise prediction and scale up for flapeffects to predict PNL at 500 ft.

It was decided to derive the noise using both approaches and compare the

results. In applying approach (1) a core velocity of 935 fps was used to

yield 114 PNdB at 500 ft. for takeoff and a core velocity of 750 fps yielded

114 PNdB at 500 ft for landing. It was decided to use the same curve for

takeoff and landing. In approach (2) a P&W estimate of 94 PNdB at 500 ft

for a single engine at takeoff thrust and 90 KIAS provided the initial print.

A 6 PNdB increment was added for four engines. A 10 PNdB increment

was added for flap interaction and reflection effects. The result is a 114

PNdB noise level for approach (i) and a 110 PNdb noise level for approach

(2), both for the 150-passenger size aircraft. The noise levels as a func-

tion of passenger size for the two approaches are compared in Figure B-12.

A NASA EBF noise estimate from Reference B-1 is shown in Figure B-13 for

B-7

the same class of engine. Since this reference was the basis for approach

(1) the results are comparable. However, the results for both approaches

are well above the desired goal.

In addition to the EBF-STOL, an evaluation was made of the AW-

STOL concept for 1980. The 1980 AW-STOL did not include the sonic inlet

noise suppression option as this was considered questionable for the 1980

operational capability. The resulting noise level is compared with the EBF

design in Figure B-14. While a reduction in noise level is realized, it is

well above the desired level. It was not considered sufficient to alter the

basic 1980 aircraft design selection. The evaluation and RDT&E costing of

the 1980 EBF-STOL have included factors to account for the necessary

technology in the appropriate time period (i. e. , 1980 IOC). Current studies

indicate that in the 1980 time period the desired noise levels are more

likely to be obtained with an AW design than with the EBF. However, it is

felt that the choice of propulsive lift concept would not significantly affect

the costing and modal split study. The PNdB data developed were converted

to EPNdB by application of distance and atmospheric attenuation and dura-

tion corrections. These corrections are illustrated in Figure B-15. The

resulting predicted takeoff and landing and sideline EPNdB variations with

distance and aircraft size are shown in Figures B-i6 and B-17 for the 1980

EBF-STOL. This represents a normal development for the EBF, but the

noise level is above the NASA quiet STOL desired goal of 95 EPNdB at 500 ft.

An EPNdB variation with distance and aircraft size (both takeoff and landing

and sideline) that matches the design goal is shown in Figure B-18. Prog-

ress toward this goal would require accelerated RDT&E effort. The desired

EPNdB noise level was used to determine noise impact, and allowance for

RDT&E acceleration was made in the cost study.

The 1980 augmentor wing estimates developed for comparison are

shown in Figures B-19 and B-20. These predictions do not include the sonic

inlet effect. These data are for information only since the 1980 EBF-STOL

was used in the study.

B-8

b. 1990 AW-STOL

The augmentor wing concept was selected for the 1990 STOL. An

augmentor wing installation is illustrated in Figure B-21. Noise sources

are indicated on the illustration. In addition, listed in the figure are areas

of research, engine requirements and augmentor requirements for reduced

noise levels. On the basis of the data available at the time of the prediction,

it was determined that a 95 EPNdB level at 500 ft could be realized. These

data are sufficiently promising to indicate that this noise level might be avail-

able well before 1990. On this basis, a desired noise level of 85 EPNdB was

selected for the 1990 AW-STOL. The EPNdB variation with aircraft size and.

distance is shown in Figures B-22 and B-23 for the initial prediction of 95

EPNdB at 500 ft for the 150-passenger aircraft. The EPNdB variation for

the desired level of 85 EPNdB at 500 ft is shown in Figure B-24. The

desired level was used for the noise impact analysis.

c. 1990 Lift-Fan VTOL

The lift-fan VTOL concept utilizes four low BPR turbofan cruise

engines and four lift fan-in-wing installations. The sound suppression tech-

niques for the cruise engines will be the same as for CTOL or EBF turbofan

engines. The lift-fans will use the standard techniques for the gas genera-

tors, but the fans will require special attention. The predicted noise levels

are shown as EPNdB as a function of aircraft size and distance in Figure

B-25. The desired noise levels for the LF-VTOL are shown in Figure B-26.

As previously indicated, the desired noise levels have been used to

determine noise impact relative to current CTOL operations. This provides

an index of what might be achieved in terms of relative noise reduction.

Achievement of the desired noise levels will require favorable development

of the current and future noise suppression studies. There may be changes

in engine and aircraft weight and performance characteristics that will result

from such things as the reduction of exhaust velocities to the 550 fps level.

These changes have not been estimated here, nor has any allowance been

made for such effects in the aircraft and engine performance or weights.

B-9

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B-13

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Figure B-4. Takeoff Gross Weight Summary

1. Douglas 1980 EBF DesignCondition A, M = 0. 7

2. Aerospace 1980 EBF Design (modified)

Condition A, M = 0. 76

3. Lockheed 1980 EBF DesignCondition A, Mcr = 0. 8

4. Aerospace 1980 EBF Design

Condition B, Mcr = 0.8

5. ACMD/Aerospace 1990 VTOL DesignCondition C, M = 0. 9

cr

6. ACMD/Aerospace 1990 AW Design

Condition D, M = 0. 9cr

Condition A - 500 nmi Range; 200 nmi at h + 15 min at

10000 ft Reserves; h = 200rft.cr

Condition B - 500 smi Range; 100 nm at h Reservesh = 30000 ft.

crCondition C - 500 smi Range; 0. 5 hr at S. L. Reserves

h = 30000 ft.cr

Condition D - 500 smi Range; 1. 25 hr. at 10000 ft Reserves

h = 30000 ft.cr

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PRECEDING PAGE BLANS NOT F-.LMET

REFERENCES

B. 1 Robert G. Dorsch, Eugene A. Krejsa and William A. Olsen,Blown Flap Noise Research, AIAA-SAE Paper 71-745, NASALewis Research Center, 7th Propulsion Joint Special Conference,Salt Lake City, Utah.

Preceding page blank]

B-47

APPENDIX C

AIRCRAFT PRODUCTION REQUIREMENTS

CONTENTS

Page

C. 1 V/STOL Replacement Potential..

C. 2 Demand Sensitivity and Operating Costs.

C. 3 International Demand for STOL.

References . . . . . . . . . . . . . . .

......... .C-1

......... .C-2

........ . C-4

......... .C-17

FIGURES

Page

U. S. Airline Jet Aircraft .......

Methodology for Estimating System FleetRequirements.

. . . C-7

. I . C-8

TABLES

Table C-1

Table C-2

Table C-3

Table C-4

Table C-5

Table C-6

Table C-7

Table C-8

Introduction of Aircraft-U. S. Carrier FleetPressurized Aircraft . . . . . . . . . . . . . . . C-9

U. S. Carrier Fleet - Available for Service1964-1971, CAB Certificated, Supplemental andCalifornia Intrastate Air Carriers Two and ThreeJet Aircraft ................... . C-10

Forecast Replacement Schedule, CAB Certificated,Supplemental and California Intrastate AirCarriers Two and Three Engine Turbine Aircraft C-ll

Domestic Jet Aircraft Ownership by AirCarrier (1971) .................. C-12

1980 STOL Fleet Requirements ... . . ... C-13

1990 STOL Fleet Requirements. . . .... . . . . C-14

1990 VTOL Fleet Requirements ........... C-15

World Fleet - Turbine Powered Aircraft . . . . . . C-16

C-iil

Figure C-1

Figure C-2

APPENDIX C

POTENTIAL AIRCRAFT PRODUCTION REQUIREMENTS

The potential STOL and V/STOL production for the 1980 and 1990

time periods is presented in Volume I, Section V as a summary of replace-

ment potential, demand sensitivity and costs, high density short haul fleet

requirements and possible international demand. The high density short

haul market demand and load factor determination are discussed in Appen-

dix A.2. The determination of indirect and direct operating costs is dis-

cussed in Appendix F. This appendix provides additional background and

supporting data on the replacement potential, sensitivity and potential inter-

national demand in combination with the results from Appendixes A. 2 and

F to define potential aircraft production requirements.

C. I V/STOL REPLACEMENT POTENTIAL

The profiles of the number of aircraft in service, by type, as a func-

tion of time shown in Figure C-1 indicate a replacement market develops

from 1978 onwards for short to medium haul aircraft. These profiles are

based upon the number of and service life history of U.S. carrier aircraft

since 1946. The service introduction dates for different aircraft are shown

in Table C-1. In the different categories, the introduction of replacement

types varies from 6 to 11 years. The number of 2 and 3 engine jets in

carrier service is shown in Table C-2. A leveling off in the total number is

indicated for the 1969 through 1971 time period. It is not clear from these

data whether this is due to market saturation or a recession. However, it

may be conservatively assumed that the air modal split for this market will

not drastically change without significant service changes that are not pres-

ently obvious. Assuming a 15-year service life as a reasonable maximum,

the entire fleet for the short and medium haul market will have to be replaced

C-I. a

by 1983. This replacement schedule could be accelerated by environmental

noise requirements that may make engine retrofit uneconomical. For exam-

ple, quiet STOL is a replacement candidate for the high density short haul

portion of this market. A suggested schedule for this replacement is shown

in Table C-3.

The data shown in Figure C- 1 also include four engine jets and wide-

body jets. The number and type of aircraft operated by U.S. carriers in

1971 are shown in Table G-4. Air carriers often sell an aircraft before it has

been fully depreciated to replace it with a newer, larger aircraft. For exam-

ple, while sales of 727s have continued, the fleet size for 2 and 3 engine jets

has remained almost constant (see Table C-3) due to the replacement of

smaller aircraft with the 727s. These data tend to confirm the estimate of

a nearly constant level of 2 and 3 engine jets in the U.S. carrier fleet from

1972 through 1980.

C. 2 DEMAND SENSITIVITY AND OPERATING COSTS

While all of the 2 and 3 engine jet fleet will be replaced, only the use

of a quiet STOL in the short haul high density market has been examined.

The details of the definition of the demand for this market and probable load

factors are given in Appendix A. 2. There, both maximum and minimum

growth markets and competitive and noncompetitive load factors are defined.

The DOC and IOC developments for the STOL and V/STOL aircraft are

detailed in Appendix F. The cost data, market data and aircraft utilization

were then studied in combination to determine sensitivities and fleet sizes.

Examples of DOC and IOC variation with stage lengths, and the

variation of fare and air modal split, also as functions of stage length,

are included in Volume I, Section V. These data are a summary of what

is considered to be the most significant case of those examined. The

C-2

complete matrix included fare levels varying from the California intrastate

case to the CAB fare level, as indicated in Figure 15, Volume I; the compe-

titive 55 percent load factor and the non-competitive 65 percent load factor;

the maximum and minimum growth markets; and aircraft annual utilization

levels of 2500, 3000, and 3500 hours. The resulting short haul high density

market fleet sizes are shown in Tables C-5, C-6, and C-7. The data are

for the 1980 STOL, 1990 STOL and 1990 V/STOL, respectively. These data

represent the domestic fleet sizes as a function of utilization and aircraft

size for the market growth and load factor conditions indicated. The data

were derived by determining the number of aircraft flights required to serve

each city pair route as a function of the parameters just indicated.

The methodology utilized for estimating the STOL fleet size is illus-

trated in Figure C-2. As the figure shows, the number of annual flights

necessary to provide service to satisfy a city pair demand is determined as

a function of aircraft size and load factor. A minimum service level of 4

flights per day is provided for any city pair route, even where demand does

not require 4 flights. The aircraft annual utilization and the city pair route

block time provide the number of annual flights given aircraft can make on a

city pair route. The flights required and the flights available per aircraft

give the required number of aircraft for that city pair route. Since most of

the traffic is to and from hub cities, fractional aircraft can be obtained by

scheduling adjustments between different routes at that hub. Fleet spares

requirements are added to the total obtained for the routes.

Different regions of the country have market elasticities that are

dependent on the local economics, competitive transportation modes, short

haul service characteristics and fares. Thus, the fare reduction which is

made possible by increasing the passenger load factor from 55% to 65% pro-

duces an increase in total air demand which varies differently under different

market elasticities. The minimum growth market, characterized by the

California Corridor, has an elasticity which requires an increased number

of aircraft to satisfy the short haul air demand created by the air fare reduc-

tion associated with the load factor increase. The maximum growth market,

C-3

characterized by the Midwest Corridor, has a different elasticity. Here, the

increased number of air passengers is less than the additional aircraft seats

made available in going from 55% to 65% passenger load factor, and, hence, a

fewer number of aircraft are required. Each region will have a slightly dif-

ferent market elasticity characterized by local conditions. The results here

are approximations of the total U. S. short haul fleet requirements and do not

necessarilypredict the exact requirements for any route or region, although

the extreme values should be indicative of the potential fleet requirements.

As indicated in Volume I, the 150-passenger aircraft with 2500 hours

per year of utilization at a 55 percent load factor in the maximum growth

market was selected for primary emphasis. The 150-passenger size was

selected as this size of aircraft is currently successfully used in this market

and similar studies have indicated this is a satisfactory to near optimum size

for this application. The 2500 hour annual utilization represents current good

service practice. The load factor, as discussed in Appendix A.2, represents

the average load factor obtained when two or more airlines operate in compe-

tition on a given route, while the maximum market is representative of the

potential in most of the U.S. The 100-passenger VTOL was selected since

even with new construction for 1990 there will be relatively fewer CBD VTOL-

ports than STOLports. Therefore, better service can be offered with the

smaller aircraft.

A sensitivity check was made for the 1980 STOL case. These data

are summarized in Figure 16 of Volume I and are discussed there.

C. 3 INTERNATIONAL DEMAND FOR STOL

The international market for U.S. built commercial aircraft has often

been a significant portion of the production of a given type. While this cannot

be guaranteed for STOL or VTOL because of the high interest in STOL devel-

opment in European countries, it may still be the case since past history indi-

cates a tendency to buy U.S. aircraft even where a given type was first pro-

duced elsewhere. An indication of the internationalmarket is givenby Table C-8

C-4

where the world fleet of turbine powered aircraft is listed. Table 7 of

Volume I indicates the percent of foreign sales for several major U.S. jet

aircraft. An average foreign sales potential of 40 percent of total sales

was indicated by this survey. The potential foreign market was not used for

basic costing, but a potential reduction in domestic fare (3 to 5 percent) was

determined if the full domestic plus foreign production was realized.

C-5

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Jet 2,3 No. In Jet 4 No. In Jet No. In No. InAirline Engine Fleet Engine Fleet Wide Body Fleet Other Fleet

AlohaAllegheny

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52830

1002444

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12

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15071

9301938

15211456

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Table C-8. World Fleet - Turbine Powered Aircraft

This summary shows, by types, the turbine.poweredairlines in service with, and on order, by the world'sairlines (excluding Aeroflot, the USSR operator) onMay 15, 1972. (Reference G-5)

t tlIt()lJI r.-ItwlI REDI AIRCRA-FT IN S:ERVICE ON ORDLR TOTAL BY TYPES

AerubpatlAle ('ra rclle 245 5 250Airhbl Inldustries A.300H 13 13

BAC 1-11 159 - 159

DAC VC10 36 - 36

Hacing 707 659 17 676hu-InLg 720. 107 - 107

Inolng 727 868 8 949H,,ciog '37 292 16 308Uocjg 747 185 27 212Convllr (VB80 49 - 49

Clivair ('V990 24 - 24I)a.ljult Fan Jet Falcon 8 - 8

Dlas.aillt Nelrcurc -10 10I)ouI. )( DC .8 534 2 536

ou!la., I)C-9 628 24 652Fokker-VFW F28 39 10 49(Galte Lcarjet 30 1 31G;rummnlan Gulfstream 2 1 - I

I;,wvkcr Siddeley HS 125 II 1 12iH.wker Slddlcley Comet 33 - 33

Ila 6ker Siddeley Tridcnt 73 13 86Il 1320 If:insa Jct 6 - 6

Ilyuhin 11 62 16 1 17I okhlccd L I1011 TriStar 4 121 125Mcl)Uinnll Douglas DC-10 31 127 158N.A.R. Acro Coinnmairder 3 - 3

I'uplecv I u-104 4 - 4'lupolcv I u- 124 2 - 2l',plIl-v l'u -34 27 - 27! l.u. I u -154 - 2 2VI 'W-I'okker 614 - 7 7

Yi.kovkv YAK-40 6 5 11

Totals 4,080 483 4.563

i'tlRII(Plt10'P-POWERED AIRCRAFTAcroupalia:l 262Antonlov An-10Antonov An-24..%av. S I ()LIiAt' li iltalniaUAt" VanguardIIA(' Vicountllccob King AirIeccch:r.:ft 99Ieccill Wctwid('ani.,dailr CL-44('onvair CV 580

i'oliv:ir (:V 6001640I)11' 2''uibo BeaverI)IC' * I Will OtterI:..h.hildl liller F.27jFH.227F.kkcr VI W F.27(;iullllmlall (Gultlream I(imiI..iiaiaii Mallardifhlllloln1 'I'uri)olincrll.i,.dh:y l'agc lHerald2nd IIclc) I'agC Jc tllcamI l.awl(. Sideliley Argosyl.Ila ket Siddelcy IS 748lIy.dilin II.-18I. A. JclilrcanI It I. 4W1)I ,,i.hcid L 188 I-lcctraI.-ck Ihod lecrctues

It,.. Oh J--2NANIC YS-11N... It. Acro Turbo CommanderIPA('/lt-cCh 1 fadewindPilatu;i '[urho PorlerSinders S'1'--27 HleronShort SkyvinSwearingen MlerlinVolpti Beech

TURBIINE.-POWFIRED IIELICOPTERSAeio,,paliilc AlouettcAclosputiale 315 I.nlaAcro p.ltillc/%Vcesl:lnd GazelleAscrn.pjalIc/Wctlland Puni;.AgU..u Bell1111 ?204UDll 24)51ell 0116 JletRangerIdcll 212FI:a.hldd Flillcr FH.1100I:uji 1¢11Illughl, 500K., . k'.lki KV-M107MII. Nli-8Sil.olMky S 58TSll, ort y S 61SkouiLy S 62

CI I.I , WVcssexWstiJnd W'S 55

40I

49

1837

1565

1275

30116256

232114260

15374

12278

I4

108315

1298I

482

24

24

Totals 1,866

1206

75

4524

1974

146

343

1743101622

Total, 573

2

24

4

20

8

2

3

I

2

6

56

I

I

5

I-

10

40

502

1839

1605

1315

30116256

242114268

77

374

1113378

4III315

1308

502

24

30

1,922

1207

75

4525

1974

146

393I

1744101622

583

C-16

REFERENCES

C. 1 Aviation Data Services, private communications, 1970-1971.

C. 2 PSA Annual Report, 1970.

C. 3 Air California Financial Statements, 1971.

C.4 Air Transport World, World Aviation Publications,Washington, D. C. (November, 1971).

C. 5 ESSO, as reproduced in Aviation Daily (1972).

C-17

APPENDIX D

AIRPORT REQUIREMENTS

CONTENTS

Page

D. 1 STOLport Requirements for Passenger Convenience...

D. 2 Runway Capability and Availability . . . . . .

D. 3 Typical Urban Airport Complex . . . . . . . .

D. 4 Airport Category and Operations ..........

D. 5 Reliever Port Impact . . . . . . . . . . . .

D. 6 Noise Impact Effects.

D. 7 Airport/STOLport ATC Requirements ........

D. 8 STOLport Requirements Summary.

References . . . . . . . . . . . . . . . . . . . . . .

. . . D-1

* . . D-3

. . . D-3

* . . D-3

. . . D-4

. . . D-5

· . . D-6

* . . D-7

. . . D-74

FIGURES

D-1. Percent Modal Split Required for an Economically ViableService Path ....................

D-2. California Corridor Service Path Evaluation Process . . . D- 9

D-3. Airports With Runways > 3000 feet Within a 25 MileRadius - Chicago, Illinois ................ D- 10

D- 4 . Airports With Runways > 3000 feet Within a 30 MileRadius - New York, New York . . . . . . . . . . . . . D- 11

D-5. Airports With Runways > 3000 feet Within a 25 MileRadius - Boston, Massachusetts ............. D- 12

D-6. Airports With Runways > 3000 feet Within a 25 MileRadius - Detroit, Michigan ................ D- 13

D-7. Airports With Runways > 3000 feet Within a 15 MileRadius - Houston, Texas . . . . . . . . . . . . . . . . . D- 14

D-8. Airports With Runways > 3000 feet Within a 15 MileRadius - Kansas City, Kansas .............. D- 15

D-i . L

FIGURES (Continued)

Page

D- 9. Airports with Runways > 3000 feet Within a 15 MileRadius - Minneapolis/St. Paul, Minnesota . . . . . . . . . . D-16

D- 10. Typical Airport Capacities - FAA 1980 PredictionPANCAP Maximum Practical Annual Capacity (000). . . D-17

D- 11. NEF Noise Program ................... D-18

D- 12. NEF Noise Program ................... D-19

D- 13. 1980 General Aviation Airport . . . . . . . . . . . . . . D-20

D- 14. 1980 Reliever Airport . . . . . . . . . . . . . . . . . . D-21

D- 15. 1980 Major Domestic Airport . . . . . . . . . . . . . . D-22

D- 16. 1980 Major International Airport . . . . . . . . . . . . . D-23

D- 17. 1990 Basic Airport 1 - General Aviation ... D-24

D- 18. 1990 Basic Airport 2 - Reliever Airport ... D-25

D- 19. 1990 Basic Airport 3 - Major Domestic Airport . D-26

D- 20. 1990 Basic Airport 4 - Major International Airport . . D-27

D- 21. Effective Block Speed ........ ....... . . . . D-28

D- 22. Upgraded Third Generation CONUS ATC System (Phase 1) . D-29

D- 23. Scanning - Beam MLS Antenna Radiation Patterns ... D-30

D- 24. Expected Number of Terminal Facilities . .... .. D-31

D- 25. Variation in Aircraft Gate Time With Passenger Capacity,Load Factor, and Servicing.. D- 3 2

D- 26. Peak Hour Passengers in Terms of Annual Passengers (FAA). D-33

D- 27. Terminal Building Floor Area Requirements (FAA) ... D-34

D- 28 Terminal Building and Parking Area Requirements . . . . . D-35

TABLES

PageD-1. Los Angeles-San Francisco Service Path Selection Data,

Percent Total Demand (Service Paths 16, STOL Frequencyof Service 1 flight/hour) . . . . . . . . . . . . . . . . D-36

D-ii

TABLES (Continued)

Page

D-2. Los Angeles-San Francisco Service Path Selection Data,Percent Total Demand (Service Paths 10, STOL Frequencyof Service 0. 73 flight/hour) . . . . . . . . . . . . . . . D- 37

D-3. Los Angeles-San Francisco Service Path Selection Data,Percent Total Demand (Service Paths 7, STOL Frequencyof Service 0. 73 flight/hour) . . . . . . . . . . . . . . . D- 38

D-4. Los Angeles-San Francisco Service Path Selection Data,Percent Total Demand (Service Paths 4, STOL Frequencyof Service 0. 73 flight/hour) . . . . . . . . . . . . . . . D- 39

D-5. Los Angeles-San Francisco Service Path Selection Data,Percent Total Demand (Service Paths 2, STOL Frequencyof Service 0. 73 flight/hour). . . . D- 40

D-6. Los Angeles-San Francisco Service Path Selection Data,Percent Total Demand (Service Paths 1, STOL Frequencyof Service 0. 73 flight/hour). . D- 41

D-7. Typical Available Airport Complexes . . D-42

D-8. Existing Facilities at the 71 Selected 1980 Reliever Ports D- 43

D-9. Airport/Aircraft Operations Mix - FAA 1980 Projection. . . D-46

D-10. Airport/Aircraft Operations Mix for 1980 STOL Introduction. D-47

D-11. 1980 CTOL Airport Relief . ... .... ... . D-48

D-12. Atlanta Aircraft Movements (000) . . . . D- 49

D-13. Boston Aircraft Movements (000) . . . . . . . . . . . . D- 50

D-14. Chicago Aircraft Movements (000) . . . . . . . . . . . . D-51

D-15. Cleveland Aircraft Movements (000) . . . . . . . . . . . . D- 52

D-16. Dallas Aircraft Movements (000) . . . . . D- 53

D-17. Detroit Aircraft Movements (000) . . . . . . . . . . . . D- 54

D-18. Honolulu Aircraft Movements (000) . . . . . . . . . . . D- 55

D-19. Houston Aircraft Movements (000) ... . D- 56

D-20. Kansas City Aircraft Movements (000) . . . . . . . . . . . D- 57

D-21. Los Angeles Aircraft Movements (000) . D-58

D-22. Miami Aircraft Movements (000) . . . . . . . . . . . . D- 59

D-23. Milwaukee Aircraft Movements (000) . . . . . . . . . . . D- 60

D-iii

TABLES (Continued)

Page

New York Aircraft Movements (000).

Philadelphia Aircraft Movements (000) ........

Pittsburg Aircraft Movements (000). .........

San Diego Aircraft Movements (000). .. .....

San Francisco Aircraft Movements (000). .......

Seattle Aircraft Movements (000) .......

Washington/Baltimore Aircraft Movements (000) ....

1980 Airport Capacity Prediction (Maximum Number ofOpe rations . . . . . . . . . . . . . . . . . .

Noise Analysis Flight Conditions ...........

Major Elements of ATC System. ...........

ATC System Generations. ...............

Airport Auto Traffic Per Enplaned Passenger.

* . D- 6 1

. . D-62

. D- 6 3

* . D-64

* . D- 6 5

* . D-66

· .D-67

.D-68

. D- 6 9

. D- 70

· D-71

.D-72

D-iv

D-24.

D-25.

D-26.

D-27.

D-28.

D-29.

D-30.

D-31.

D-32.

D-33.

D-34.

D-35.

APPENDIX D

AIRPORT REQUIREMENTS

The results presented in Volume I have indicated that the successful

implementation of STOL short haul operations is dependent upon providing

increased passenger convenience at acceptable fare levels, and upon meeting

the environmental criteria anticipated for the time period. Major elements

in the airport requirements are that the reduction of air and surface conges-

tion at these STOLports should be such as to increase passenger convenience

without providing for uneconomical service paths. The STOLports must be

configured to reduce passenger access and processing time. The environ-

mental impact of noise due to STOL operations must meet the community

acceptance level. While the requirements generated by these criteria were

summarized in Volume I, the subsequent sections of this appendix provide

additional background and amplification to the summary data.

D. 1 STOLPORT REQUIREMENTS FOR PASSENGER CONVENIENCE

The number of STOLports and service paths for passenger con-

venience in a large metropolitan area is dependent on the area demography

and the city pairs being served. For a given city pair, the number of ports

and paths may be increased until the gain in air travelers by the addition of

another new port-path is not sufficient to justify its addition. This metho-

dology and route analysis is detailed in Reference D-l, and the results

obtained were utilized here. Summary results presented in Volume I

show that the incremental increase in air modal split decreases at some

point as additional port-paths are made available. The number of port-paths

where this decrease occurs represents the point where fare economics and

convenience are no longer attractive to the air traveler. Some additional

results to further illustrate the methodology are presented here.

D-1

An aircraft is assigned to fly each given route and/or service path. In

Figure D-l one Augmentor Wing aircraft was assigned to the Los Angeles-

San Francisco route which has only one service path between the Chavez

Ravine STOLport in Los Angeles to the Crissy Field STOLport in San

Francisco. For each given aircraft capacity (40 passenger increasing in

increments of 20 seats to 200 passenger) the fares are varied and the STOL

air modal split and load factors are determined. This gives a carpet

plot of aircraft capacity and load factor as a function of modal split (the

percent of the total travel demand between Los Angeles and San Francisco

that is captured by this particular STOL service. )

Independent of the above calculations, the economics portion of the

program calculates for each given capacity and several load factors the

DOC, IOC, ROI and fare required to get a fair return on investment for the

aircraft operating on the route and service path. A 10. 5 percent ROI was

used and the results are shown as broken lines for fares of $16. 00 and

$21.50. At any point along the line the ROI is 10.5% and the aircraft capac-

ity, load factor, and percent modal split associated with the given fare are

available from the plot.

As additional service paths and aircraft are assigned to the route

the travelers on the route are served more conveniently and more travelers

utilize the STOL service increasing the modal split. This is shown in

Figure D-2 for fares of $16. 00 and $21. 60, still maintaining a ROI of 10. 5

percent for all aircraft assigned to the route. The results for the combined

service paths are shown by the solid upper line while the results for the

weakest service path are shown by the lower broken line. The weakest

service path loses travelers to the other service paths as they are added.

This is the result when some of the STOL air travelers switch from one

STOLport to a new one that has been added, which is more conveniently

located. These data are representative of the California, Midwest and North-

east arenas that were considered to obtain the approximation of Volume I.

D-2

RUNWAY CAPABILITY AND AVAILABILITY

The data presented in Volume I indicate that there were 472 airports

available for consideration for the 61 cities of the study. This number was

arrived at by examining all of the airports within reasonable proximity to

the urban developed area of the subject cities. Examples for several cities

are illustrated in Figures D-3 through D-9. As examination of the figures

will show, the radius within which airports were considered varies with

the size of the urban developed area. These maps were developed for each

of the subject cities. The figures selected here illustrate how the avail-

ability of airports varies in each of the cities, and examples of typical airport

complexes are given in Table D-7.

The list of airports selected for short haul service for the 61 cities

is given in Table D-8. The list does not include the major CTOL airports if

they are not used for short haul traffic. The tabulation indicates that most

of these airports have adequate runways and landing aids for reliever port

ope ration.

D. 3 TYPICAL URBAN AIRPORT COMPLEX

The example of Chicago was shown in Volume I. This is effectively

an enlargement of a portion of Figure D-3. The complex for other cities is

obtained in a similar manner once the STOL reliever airports have been

selected.

D. 4 AIRPORT CATEGORY AND OPERATIONS

The definition of airport category and capacity is very much a function

of the individual airport. It was not within the scope or purpose of this study

to do a detailed study of each of the candidate airports and STOLports. Rather,

it was desired to apply a uniform measure of capacity to the candidates for

both operational capability and noise impact. The data and method of Refer-

D-3

D. 2

ence D. 2 provide the desired information. The basic operations definition

of the reference is shown in Table D-9. These are the same data shown

in Table 12 of Volume I, but there an additional descriptive name is given to

the airport categories and it is indicated that the STOL operations are sub-

stituted for the 2and3 engine jet operations. This is illustrated here by Table

D-10 where different arbitrary levels of substitution are shown. These levels

are applicable primarily to noise impact. Reference D. 2 also gives the prac-

tical annual capacity (PANCAP) of operations for different runway configura-

tions. This is illustrated in Figure D-10 and is based on the operations mix

of Table D-10. The pertinent assumptions made in the reference are also

listed in Figure D-10. The PANCAP data of the reference were matched to

the appropriate runway configuration of the candidate airport to define its

capacity in terms of the nominal operations mixes of Table D-10. These

data provide an assessment of the relative capacity of the airport, and are

used to determine its impact as a reliever STOLport.

D. 5 RELIEVER PORT IMPACT

The airport capacity data described in the previous section were

matched with the predicted level of operations to determine the potential

STOL reliever port impact. The prediction of the 1980 STOL demand is

described in Section III of Volume I and Appendix A of Volume II. These data

can then be used to determine the 1980 STOL peak hour O&D passengers.

These operations and passengers represent a maximum that can be diverted

to reliever STOLports. These data are shown in Table D-ll for the major

hub cities. The CTOLport PANCAP, determined as described previously, is

also listed. In addition, the predicted total 1980 air carrier operations are

shown. The total air carrier operations were derived from the FAA data of

References D. 3 and D. 4. Reference D. 3 gives the FAA ten year prediction

for 1982, and the 1980 level was interpolated from this. This procedure gives

a 1971 to 1980 air carrier aircraf t operations growth factor of 1. 128. The

D-4

total growth factor including air carrier and general aviation is 2. 07. The

air carrier growth factor was applied to the operations data of Reference D. 4,

the FAA summary for 1971. These data are shown in Figure 23 of Volume I.

The distribution of the STOL traffic among the candidate STOL ports in the

various cities was somewhat arbitrary, except that all O&D STOL traffic was

removed from the major CTOL port where capacity required or it was advan-

tageous to do so. In cases like Boston, where the major CTOL port is also

in a CBD port location, some STOL traffic was left at this location. An

optimum split could be determined by use of the traveler preference model-

ing methods, but this was beyond the scope of this study. The economic

impact of a CBD port is examined in Appendix F. The nominal distributions

of STOL operations to reliever ports are shown in Tables D-12 through D-30

for the major hub cases.

D. 6 NOISE IMPACT EFFECTS

The aircraft noise technology background is given in Appendix B.

The aircraft noise levels were converted into airport noise impact by the use

of the computer program described in Reference D-5. The output from this

program is a set of NEF (noise exposure forecast) contours for a given

airport operations level, aircraft mix, day/night distribution and flight paths.

This program procedure is summarized in Figures D-ll and D-12. It was

decided to confine the NEF effects study to single runway airports operating

at maximum PANCAP for the appropriate operations mix.. This is typical

of the nominal "worst" condition to be encountered at most airports where

STOL would be operating. Operations at the Category 1 and 2 airports were

assumed to be confined only to daytime (0700-2200) while at Categories 3 and

4 they are divided: 90% daytime (0700-2200) and 10% nighttime (2200-0700).

These operations are summarized in Table D-31. Nominal typical flight con-

ditions were assigned, as shown in Table D-32. The NEF contours were then

generated for these data by using the 1980 and 1990 STOL aircraft desired

D-5

noise levels for each category of airport. Contours were developed for

these cases: all CTOL aircraft, half two or three engine CTOL and half

STOL, and all two or three engine CTOL replaced with all STOL. Current

aircraft noise level data were used for all CTOL aircraft. The resulting

NEF contours are shown in Figures D-13 through D-20. The zero point

represents the beginning of the runway in all cases. The resulting contours

show the effect of quiet STOL relative to noise levels for current type air-

craft operations.

D.7 AIRPORT/STOLPORT ATC REQUIREMENTS

Air traffic control requirements are a continuing concern of the FAA.

Studies and prototype installations have been conducted on instrument landing

systems and area surveillance systems. It is assumed that these systems

will be installed by the FAA at major airports for the 1980 time period.

Therefore, expenses for such systems will not be STOL peculiar and are not

charged to the system. In addition to the air safety and control aspects, the

reduction of the increment between flight block speed and operational block

speed (the increment shown in Figure D-21) would be a primary benefit. This

would be a realizable objective for STOL and reliever port traffic.

The major elements of the system -- area navigation, terminal guid-

ance and the instrument landing system -- are briefly described in Table D-33.

The upgraded third generation system that is of interest to this study is illus-

trated in Figure D-22. The MLS antenna patterns are illustrated in Fig-

ure D-23. The coverage of this system is adequate for both STOL, VTOL

and CTOL operations. Actual, planned and assumed levels of ATC deploy-

ment are illustrated by Figure D-24. The number of systems available for

the 1980 to 1985 time period is more than adequate, since complete STOL-

port coverage would be achieved by shifting approximately 10 installations.

D-6

D. 8 STOLPORT REQUIREMENTS SUMMARY

The STOLport requirements provide for effective STOLport opera-

tions through improved passenger convenience, reduced processing time and

expedited V/STOL aircraft operations. In all airports where STOL opera-

tions were to take place, a special STOL terminal area was provided. This

terminal area must have its own gate/apron area, parking area and passenger

processing procedure. The terminal/parking requirements were based on

Aerospace in-house studies of V/STOL port requirements. The parking area

requirement is a function of the number of inbound vehicles (auto) per

enplaned passenger, as shown in Table D-35. These vehicle traffic data

were based on Reference D-7. The gate/apron requirements were based on

the relation:

(T + Tc)

(PHP)G =

60 (P + Pd)

where:

G = Number of gates required.

PHP = Peak hourly passengers (enplaning plus deplaning).(Fig. D-26).

P Average number of enplaning passengers per aircraft.ePd = Average number of deplaning passengers.

T = Average gate time (minutes) per aircraft. (Fig. D-25)

T = Time to clear gate and next aircraft to park (minutes).

The terminal area requirements are shown in Figure D-27 and the

parking area requirements in Figure D-28.

D-7

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Table D-7. Typical Available Airport Complexes

D -42

Chicago O'Hare, Midway and Meigs represent a CTOL,STOL reliever and STOL CBD complex.

New York Kennedy and LaGuardia are major CTOL, anumber of available STOL reliever, no STOLCBD site.

Boston Logan, major CTOLport is located near CBD,Hansdom provides STOL reliever.

Detroit Has CTOLport at Detroit Metro and STOLreliever at Detroit City, also near CBD.

Houston Hobby provides STOL reliever, but no CBD siteavailable.

Kansas City K. C. International, well out of town, STOLreliever not required, but K. C. Municipal providesCBD and so is used for convenience.

Minneapolis/St. Paul Reliever ports are available, but are not moreconvenient and STOL traffic does not justify.

Table D-8. Existing Facilities at the 71 Selected 1980 Reliever Ports

Airport

Albany County, NY

Fulton County, GA

Robert Mueller Muni, TX

Friendship Intl, MD

Logan Intl, MA

LG Hanscom Fld, MA

Greater Buffalo Intl, NY

Meigs Field, IL

Midway, IL

Lunken Field, OH

Burke Lakefront, OH

Port Columbus Intl, OH

Dallas Love Field, TX

James Cox-Dayton Muni, OH

Stapleton Intl, CO

Des Moines Muni, IO

Detroit City, MI

Fresno Air Terminal, CA

Bradley Intl, CT

William P. Hobby, TX

Weir Cook, IN

Jacksonville Intl, FL

Kansas City Muni, MO

McCarran Intl, NV

Long Beach, CA

Hollywood-Burbank, CA

Hawthorne Muni, CA

Ontario Intl, CA

Tower

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Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

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Yes

Yes

Yes

Yes

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No

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Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

No

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Lighting

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

ApproachLights

Yes

No

Yes

Yes

Yes

Yes

Yes

No

Yes

Yes

No

Yes

Yes

Yes

Yes

Yes

No

Yes

Yes

Yes

Yes

Yes

No

Yes

No

Yes

No

Yes

D -43

Table D-8. Existing Facilities at the 71 Selected 1980 Reliever Ports(Continued)

Airport

Orange County, CA

Standiford Field, KY

Memphis Intl, TN

Opa Locka, FL

Gen Mitchell Fld, WI

Minn-St Paul Intl, MN

Lakefront, LA

Teterboro, NJ

Newark, NJ

Westchester Co, NY

Norfolk Regional, VA

Will Rogers World, OK

Eppley Airfield, NE

North Philadelphia, PA

Allegheny County, PA

Sky Harbor Intl, AZ

Portland Intl, OR

T. F. Green State, RI

Raleigh-Durham, NC

Reno Intl, NV

R. E. Byrd Intl, VA

Rochester-Monroe Co, NY

Sacramento Executive, CA

Monterey Peninsula, CA

Salt Lake City Intl, UT

San Antonio Intl, TX

San Diego Intl-Lindberg Fld, CA

Tower

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

ILS

Yes

Yes

Yes

No

Yes

Yes

No

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

No

Yes

Yes

Yes

Lighting

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

ApproachLights

Yes

Yes

Yes

No

Yes

Yes

Yes

No

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

No

Yes

Yes

Yes

Yes

D -44

Table D-8. Existing Facilities at the 71 Selected 1980 Reliever Ports(Continued)

Airport

San Francisco Intl, CA

Metropolitan Oakland Intl, CA

San Jose Muni, CA

Boeing Field Intl, WA

Spokane Intl, WA

Weiss, MO

Syracuse Hancock Intl, NY

Tampa Intl, FL

Tucson Intl, AZ

Washington Natl, DC

Greensboro-High Point/Winston-Salem Regional, NC

Lihue-Kauai, HI

Honolulu Intl, HI

Hilo, HI

Ke Ahole, HI

Kahului, HI

La Guardia, NY

Tower

Yes

Yes

Yes

Yes

Yes

No

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

ILS

Yes

Yes

Yes

Yes

Yes

No

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Lighting

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

ApproachLights

Yes

Yes

Yes

No

Yes

No

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

D-45

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D-70

Area Navigation

RNAV - 3D Guidance between way points"Pinpoints horizontal position and altitude."

RNAV - 4D "Adds dimenstion of time, thus eliminatingholding pattern delays, permits precise controlof arrival time."

Terminal System Guidance "Advance Radar Terminal System"

ARTS-III "Monitors all beacon aircraft within 55 mileradius of terminal, controlled display includes:aircraft identification, altitude, ground speed,etc. " "Modular expandable."

AdvanceARTS-III "62 systems by 1973, 200 systems by 1980."

Instrument Landing System

MILS "Universal MILS, operate principally ATC band,with K 4 band employed for final flare out guidance,if required.

MLS "FAA STOL office believes advance MLS shouldhave segmented or curvilinear approach capability."

Table D-34. ATC System Generations

DEPLOYIENT YEARS

NAVIGATION

Airborne

Ground stations

Landing and Terminal

AIRPORIS

Runamy Operations

Ground Guidance andControl

DATA ACQUISITION, AIR-

Primary urveillance

Secondary survellance

DATA TRANSMISSION

Primary coamnunict ions

Secondarycoruniccatioo:

Ground

Airborne

DATA PROCESSING AND CONTROFla Control

Clearance processing

Separation & Sequencing

Metering & Spcr.rg(precise timescheduling)

CONTROL COORDINIATION

Iletrafacility

OQAMIIC NAV & ATC

Surveillance

Conmnunicet ons

Control

Navigation

FLIGHT SERVICES

Generation

Second

Point-to-Point

VOWJDhE/TACAN

VHF ILS (Gategory 11)

Parallel ILS (6000 ft:

111 rd

Same plus aome areanavigation

Sane plus moreaccurate VOR

Same plus limitedCategory 11 and 1iI

PI. I. rim V/STOL

Sane

Upgraded %llrd

lase I

1975-1978

More area navigationapplicatlone

Same plus highercapacity DM

Same plus Initial MLS

Dual lane ruways

Airport surface Initial Airport Ground Improved Airport Groundetection equipment_ Traffic CnntroI (AGTC) Surveilance & Guldanc,

Radar

Beacon (64 code)

VHF/UHF Voice

None

Emergency Deacon Code

Decentrallred

Kenua I e

Menuel

Menaul,vhen perforaed-

Voice

Pilot reports-voice

LF/MF voice (non-ATC)

hanual

Self-contained air-borne plue LORAN

Hanuvl

Beacon (4096 code for Samealtitude and identity)

Radar Sane

Sanme Same

Backup emergency Samecomnunicatlons (BUEC)

Same Same

Centralized-manual Centralized-automated

Simplified manual Aulomatic Generationprocedure

Automated aids to Automated conflictcontroller Idetection & resolution

Same 'Automnted-voice control

Via controller display Fully automated or viaor voice -controllr display or

voice

I _

Sanme

Same plus somededicated VHF

KenMl-auo computeraids

Sane

henual-reconfigured

Plase Tl1978-19R5

Sanme

Increased nnherr ofM0S runla ys

Precision HLS approaches toclosed-spaced parallelronvays (2500 ft)

Comprehensive Al rlrt GroundTrafic Cont ru I

Discrete Address BeaconSystem (DABS) introduced

Same

DARS data link and VIF/UhFVoice

Same

IIF/VIIF Voice

Cvntra lied-autma ted

Altomatic Delivery via DataLink

Altomatic safety commands viedata link: IPC to VFR

ATC to IFR

Autnmted - data link control

I Same

.

Same plus nome tAutomatic reports vie dataautomatic reports llnk/satallt:e urrvel lance

Same Sane plus "L" band data linkvla satellite

More computer aids to Samecont ron ler

Primarily inertlal Inertil and LORAN/OhEGA

Autom ted aids to SS IPllot eelf-servieca utumtlonspecialists {(fight plan filing h

tbrlefing)

D-71

I

I

Table D-35. Airport Auto Traffic Per Enplaned Passenger

Inbound VehiclesPer Enplaned

Passenger

Los Angeles 2. 55

Washington Natl 1. 56

Boston 1. 88

Philadelphia 1. 83

Pittsburgh 1. 85

Denver 2. 41

St. Louis 2. 32

Minneapolis 2. 38

Seattle 2. 76

Baltimore 1. 76

Phoenix 1. 68

Washington Dulles 2. 01

Weighted Average 1 2. 12

D-72

L

PR ,rTCFTNG PAGE BLANK NOT FILMED

REFERENCES

H. L. Solomon, Interim Report, Study of Short Haul High DensityV/STOL Transportation Systems, Aerospace Report No.ATR-72(7301)-l, Vol. I, NASA Report No. CR-114466, TheAerospace Corporation, El Segundo, California (July 1972).

Airport Capacity Criteria Used in Long Range Planning, AL 150/5060-3A, Federal Aviation Administration, Washington, D. C.(December 24, 1969).

Aviation Forecasts, FY 1972-1983, Federal Aviation Administration,Washington, D. C. (September 1971).

FAA Air Traffic Activity, Fiscal Year 1971, Federal AviationAdministration Report.

Horonjeff, R. D. and Paul, A., A Digital Computer Program forComputation of Noise Exposure Forecast Contours, Federal AviationAdministration Report FAA-ND-70-6, June 1970 (Prepared by Bolt,Beranek and Newman).

Concepts, Design and Description for the Upgraded Third GenerationAir Traffic Control System, Report FAA-ED-01-1, Mitre Corporation,McLean, Virginia (January 1972).

S. CG. Lardiere and F. E. Jarema, Impact of Projected Air TravelDemand on Airport Access, Highway Research Record No. 274,Washington, D. C. (1969).

Preceding page blank

D-74

D. 1

D. 2

D. 3

D. 4

D. 5

D. 6

D. 7

APPENDIX E

ROLES AND RESPONSIBILITIES

iF _},1

CONTENTS

Page

Principal Roles and Responsibilities Applied to VariousAspects of V/STOL Applications.

E. 1. a National Aeronautics and Space Administration

E. 1. b Federal Aviation Administration.

E.1. c Civil Aeronautics Board .

E. 1. d Secretary of Transportation .

E. 1. e Urban Mass Transportation Administration .

E. 1. f Federal Highways Administration.

E. 1. g State, Regional and Local Agencies.

E. 1. h Organization of Aeronautical Activities in California

E. 2 Timing of V/STOL Implementation Activities.

E. 2. a V/STOL Aircraft and Related Equipment Manufacturers.

E. 2. b Airport s. . . .

E. 2. c Airline Operations. . . . . . . . . . .

E. 2. d Airways and Air Traffic Control . . . . . .

E. 2. e Airport Access . . . . . . .

References .

. E-2

. E-4

. E-6

. E-8

. E-9

· . E-10

· . E-10

·. E-ll

· .E-1 3

. E-25

. E-26

. E-27

. E-27

. E-28

i . E-28,

. E-37

FIGURES

Principal Role Interactions.

Rapid Transit Milestones .

California Freeway Development

....... E-30

. . . . . . . . . . . E-31

Milestones . . E-32

TABLES

E-1. Sources of Laws and Regulations Pertinent to V/STOLApplications .

E-2. State Organizations for Aeronautics.

E.1

E-1.

E-2.

E-3.

E-33

. .E-35

APPENDIX E

ROLES AND RESPONSIBILITIES

An airport and its accompanying operations can radically change

the environment of a large contiguous territory and may even

influence property and persons only remotely connected to it geographically.

As a consequence, vigorous and serious debates frequently result over

whether an airport is needed, how it is to be developed, the kind of equip-

ment it is to use, how it is to operate, the nature and extent of its environ-

mental and economic influence, and the extent of compensation to be awarded

to those persons claiming losses from the introduction of the airport and its

operations into the community. In response to such issues, laws and

regulations have emanated at the local, regional, state and national level to

help bring about orderly and effective development of air transportation.

These laws and regulations establish the roles of the various government

agencies. Some of these laws and regulations may constitute V/STOL

airport and aircraft design objectives or constraints. Other laws affect the

operations of the airport and the aircraft and, just as importantly, other laws

establish roles and responsibilities to foster air transportation.

In view of the widespread and important impact of air operations, it

is not surprising that a great number of government organizations have

interests, of varying degrees and kinds, in air transportation activities. These

organizations exist at the national, state, regional and local levels. The roles

and responsibilities of the various agencies are of critical importance. The

timing of their actions may be equally significant because of the interdependence

of the agencies with each other and with aircraft manufacturers, the airlines,

airport authorities, and those responsible for surface access.

In the following paragraphs, the roles and responsibilities of selected

key organizations will be discussed in terms of their impact on airports,

E-1

airport access, aircraft development, air traffic control and landing aids,

and airline operations.

E. 1 PRINCIPAL ROLES AND RESPONSIBILITIES APPLIED TOVARIOUS ASPECTS OF V/STOL APPLICATIONS

As can be seen from Table E-1, the organizations having defined

responsibilities toward air transportation are both numerous and varied. E-1

However, the nature and importance of the responsibilities differ. In the

cases of the Civil Aeronautics Board and Federal Aviation Administration,

aeronautical activities constitute the primary rationale for the organiza-

tions' existence and the corresponding air transportation responsibilities

they bear overshadow those of other organizations. In some instances, such

as the National Aeronautics and Space Administration and the Congress, other

organizational responsibilities are borne in addition to the specific ones related

to air transportation. Congress, for example, affects virtually all aspects of

civil aviation through the legislative powers to define the regulatory authority,

to grant or deny appropriations that fix expenditure levels and to investigate the

performance of, as well as needed changes in, legislation and organizational

responsibilities. In some cases, organizational responsibilities are relatively

minor, as in the cases of the Interior Department and Agriculture Department

which bear air transportation responsibilities only when national park or

forest lands are involved.

For the purpose of this report, major discussion is to be focused

upon a selected set of organizations considered to be of special importance to

air transportation, in general, and V/STOL applications in particular. At

the Federal level, these include the National Aeronautics and Space Adminis-

tration, the Civil Aeronautics Board, and the Federal Aviation Administration.

At the state level, the organizations to be concentrated upon are organizations

such as the departments of aeronautics. At the regional level, the discussion

will be limited to those regional organizations whose specific purpose relates

E-2

to air transportation. At the local level, the discussion will center upon

organizations such as the airport authority, the planning agencies, and

agencies concerned with surface access to the airport.

It can be seen in Figure E-1 that government agencies at all levels,

interrelate with airlines and airline operations. The principal agencies to

be considered here are the CAB, the FAA, and various agencies at the

state, regional and local level.

A variety of traveler and community needs seem to be served by

the various agencies in carrying out their functions. Thus, the costs to the

traveler are regulated for interstate travel by the CAB; schedules are

controlled by the CAB to assure accessibility; safety of airline' operations

is provided through certification of aircraft, crews and maintenance

personnel by the FAA; and passenger comfort is considered among the

many criteria leading to aircraft certification by the FAA. Various govern-

ment agencies such as the CAB and FAA seek to encourage economic growth

as a consequence of improvements in air service. NASA and the FAA are

actively engaged in programs to reduce noise and air pollution. The FAA

and CAB are both concerned with the reduction of air space congestion for a

variety of reasons.

Agency responsibilities concerning airports are also of importance.

Any significant alteration of airport characteristics, operations and

location may affect a wide variety of community, as well as traveler, needs.

For example, the decision to use reliever airports; in conjunction with hub

airports for the 1980 STOL should provide an increased accessibility for

significant parts of the traveling population. The increased accessibility is

significant in reducing the individual's total travel time through a reduction in

the amount of time spent on surface travel. Correspondingly, total travel

costs may be reduced since the traveler may benefit directly from the lower

surface fares as well as from the reduced time spent on surface modes. The

E-3

environmental impact of an airport is a matter of concern for local,

regional, and state agencies as well as the Federal Environmental

Protection Agency.

NASA, the FAA and the CAB bear major Federal responsibilities

for aircraft development, airports, airlines, and airways; however, the

responsibilities for airport access, frequently a limiting factor in the

effectiveness of these agencies, fall almost entirely outside their purview.

Other agencies at the Federal level do play critical roles. These include the

Aviation Advisory Commission, the Office of the Secretary of Transportation,

the Urban Mass Transportation Agency, the Federal Highway Administration,

and the Department of Housing and Urban Development. Important roles and

responsibilities are also carried out by government agencies at the state,

regional and local levels.

a. National Aeronautics and Space Administration

(1) V/STOL Aircraft and Related Equipment Manufacturers.

NASA's roles and responsibilities for V/STOL aircraft research

and development evolve from the National Aeronautics and Space Act of

1958, as amended. E-2 One of the assigned statutory functions of NASA

described by the Act is to conduct research for the solution of the problems

of flight and the development, construction, test, and operation of aero-

nautical vehicles. Its relationships with the aeronautical industry are

extensive since the Act calls for the widest practicable and appropriate

dissemination of information concerning NASA's activities and their results.

While planning, coordination, and control of NASA's programs are vested in

Headquarters Directorate of NASA's field centers, other NASA installations,

such as the Ames Research Center, are responsible for execution of NASA's

programs, largely through contracts with research, development, and

manufacturing enterprises.

E-4

One such contract, under Ames Research Center's project

responsibility, is the QUESTOL program -- an acronym for quiet, experi-

mental, short-takeoff -and-landing aircraft. Lockheed Aircraft Corporation,

McDonnell Douglas Corporation and Grumman Aerospace Corporation are

sponsored by NASA for the initial phase of QUESTOL design and development.

The objective of the program is to provide propulsive and lift technology

required for the development of quiet STOL transport aircraft that can help

reduce community noise, ease airport congestion and improve short haul air

transportation. Subsequent contracts will provide for industry fabrication of

two aircraft to be delivered to NASA for testing as experimental transports.

Data from the program will then be made available to the aircraft industry for

use in the development of V/STOL aircraft.

Other NASA technological research and development activities of rele-

vance to potential V/STOL manufacturers include the quiet engine, jet augmen-

tation wing and lift fan, and externally blown flap programs. Its basic research

on aerodynamic noise is of particular relevance in view of the critical impor-

tance of aircraft noise for the future of V/STOL applications.

Since non-technical considerations frequently constrain or modify

aircraft development, NASA also engages in non-technological research of

relevance to V/STOL applications. These activities include studies of air-

craft in short haul transportation systems, noise considerations for V/STOL

air transports, and time-value analysis of short haul passenger transportation.

NASA's support of industrial research and development activities

along with its in-house R&D activities is supplemented by the availability of

various government facilities, such as wind tunnels at NASA field installations,,

to potential V/STOL manufacturers.

(2) Airways and Air Traffic Control

NASA's research and development activities, of relevance to airways

and air traffic control, include programs to provide automatic landing systems

for V/STOL aircraft, communications systems, and the launching of

meteorological, navigation and communications satellites.

b. Federal Aviation Administration

(1) Aircraft and Related Equipment Manufacturers

The FAA interactions with V/STOL aircraft and related equipment

manufacturers may significantly influence the characteristics of any V/STOL

aircraft manufactured for the airline industry. The FAA roles and responsi-

bilities include the sponsorship of aircraft researchand development, the

establishment of certification standards for V/STOL aircraft, and type and

prototype certification.E-

3

(2) Airports

The Administrator of the FAA administers programs to identify the

type and cost of development of public airports required for a national

airport system and provides grants of funds to assist public agencies in

airport system planning, airport master planning, and public airport develop-

ment. The Airport and Airway Development Act of 1970 constitutes a

comprehensive effort by the Congress to provide for the expansion and

improvement of the airport and airway system in the United States. It

provides that the Secretary of Transportation is to formulate and to recommend

to Congress a National Transportation Policy. In revising and formulating the

national airport system plan, the Secretary is to take into consideration the

relationship of each airport to the rest of the transportation system in the

particular area, its relationship to the forecasted technological developments

in aeronautics, and the relationship to other developments such as those in

intercity transportation. These considerations are of particular significance

to V/STOL applications since potential travelers between cities, particularly

for relatively closely spaced cities, are faced with a choice among travel

modes.

E-6

The FAA engages in a number of research and development activities

of immediate significance to airports. It is engaged in technological R&D

on airport and airways traffic capacity. It provides aviation forecasts for

approximately ten years into the future. It forecasts the composition of the

National Airport System, again for about ten years into the future. The FAA

studies the problem of airport congestion for approximately five years into

the future. It engages in studies on the influence of the airport on the local

communities. It establishes criteria relating to airport development grants

and studies problems of airport expansion and long range planning.

Since only the use of existing airports is envisioned by this study for

the 1980 STOL, many of the problems associated with the development of an

entirely new airport are eased. In particular, the high cost of "'landside"

development diminish. With the Airport and Airways Development Act of 1970

providing for matching funds on a 50-50 basis for "airside" developments, the

problems of persuading the local communities to help create a 1980 STOL

capability are eased somewhat further.

(3) Airlines and Airline Operations

The FAA, along with the CAB, plays perhaps the more significant

of the government roles regulating airlines and airline operations.

The FAA participates in the CAB route proceedings. It issues and

administers air safety regulations and certifies the safety of aircraft for

operations. The FAA establishes the standards, gives the appropriate tests

and issues licenses for airmen and maintenance personnel. It provides also

preflight and enroute briefings to airline personnel.

The FAA's aviation forecasts provide useful market data to airline

planners. Through the establishment of uniform safety standards, the FAA

permits both manufacturers and airlines to be assured that sacrifices in

safety features by competitors will not allow them unfair competitive

advantage.

Airways and Air Traffic Control (ATC)

While the responsibilities for other aspects of V/STOL applications

are generally allocated to a number of Federal and non-Federal agencies,

the Federal Aviation Administration bears almost sole responsibility for the

Federal Airways System. Its research and development are supplemented

by those of NASA.

The FAA plans, finances, owns and operates the Federal Airways

System. It operates the air traffic control towers and trains the ATC personnel.

FAA's research and development programs include R&D of a semi-

automatic ATC system, improved long-distance navigation, large screen

displays for ATC, and improvements in its Airport Surveillance Radar.

Currently planned FAA equipment and facilities have an inherent

capability for handling a 1980 STOL. However, in the absence of firm

definitions of the 1980 STOL, increased FAA attention to the uses of the

equipment and facilities may be required in order to exploit the potential

benefits of a STOL system.

c. Civil Aeronautics Board

(1) Airports

The CAB also fulfills important roles and responsibilities withE-4respect to airports. It approves particular airports to serve particular

areas with air service. It authorizes routes which influence airport

planning and design. With the Interstate Commerce Commission, the

CAB establishes air cargo zones and ground pickup zones.

Like the FAA, the CAB actively undertakes or sponsors a variety

of research activities of significance to STOL and V/STOL applications. It

has studied problems of airport congestion by 1975. It forecasts the growth

of scheduled domestic passenger air traffic. It conducts origin-destination

surveys of airline passenger traffic.

E-8

(4)

(2) Airlines and Airline Operations

The CAB plays a particularly important role in terms of its regulation

of airlines and airline operations. Under the terms of the Federal Aviation

Act of 1958, particularly Title X of the Act, the Civil Aeronautics Board has

powers to regulate virtually every facet of the airline industry's structure,

operations, and relationships to other industries. The CAB's powers include:

licensing or granting of operating authority; regulation of airline rates;

enforcement of laws, regulations and procedures; the regulation of relation-

ships among air carriers and between air carriers, common carriers, and

other aeronautical firms.

In carrying out its responsibilities the CAB studies are important to

airline and airline operations as well as airports. The CAB studies of

special relevance to airlines and airline operations include: airport congestion,

air travel demand, forecasts of the growth of scheduled domestic passenger

air traffic; fare structures and effects of competition in selected areas; air

carrier financial and traffic statistics; local service air carrier costs; and

studies of freight rates.

d. Secretary of Transportation

(1) Airport Access

The Airport and Airways Development Act of 1970 authorizes the

Secretary of Transportation to grant funds to planning agencies for airport

system planning and to public agencies for airport master planning. The

terms of the act make approval of a project conditional upon its being

reasonably consistent with existing planning agency projects for development

of the area where the airport is located. The Secretary is also required to

withhold approval unless the Secretary is satisfied that fair consideration is

given to the interests of communities in which or near which the project may be

located. Nor is the Secretary to authorize airport development projects

which he determines will have an adverse effect upon the environment, unless

there is no feasible alternative. If there is no feasible alternative, the

Secretary is to assure that all possible steps are taken to minimize the adverse

effect. No airport development project is to be approved unless the public

agencies sponsoring the project certify that the public has been given the

opportunity for a hearing. The governor of the state in which the project is

located is to certify that the project will comply with proper air and water

quality standards.

No Federal funds are to be used under the Act for the cost of

construction of public parking facilities for passenger automobiles as part of

the airport development project. Similarly, the Act precludes funding of the

cost of construction, alteration, or repair of a hangar or of any part of an

airport building unless those buildings or parts of buildings are intended to

house facilities or activities directly related to the safety of persons at the

airport.

e. Urban Mass Transportation Administration

(1) Airport Access

The Urban Mass Transportation Agency (UMTA) of the Department of

Transportation provides grants or loans to public bodies for acquiring or

improving capital equipment and facilities needed for public or privately

operated mass transit systems. While neither these loans, nor UMTA's

"demonstration grants" have yet provided an adequate means of solving

airport access problems, the potential for such help remains.

f. Federal Highways Administration

(1) Airport Access

The Bureau of Public Roads of the Federal Highway Administration

(still another part of the Department of Transportation) provides funds to

E-10

state highway departments for constructing the interstate highway system

and for building or improving primary and secondary roads and streets.

Funding for the interstate highway system is authorized by the Congress to

be spent from the Highway Trust Fund on a matching basis, with the Federal

share being 90% and the State share 10%. The funding for building or

improving primary and secondary roads is on a 50-50 basis.

g. State, Regional and Local Agencies

(1) Airports

In view of the very great impact -- for good and for bad -- that an

airport may have upon a local community, it is not surprising that a number

of agencies at the state, regional and local levels involve themselves in

airport activities.

At the state level, the state may provide planning and technical aid

for airport development and under some circumstances may assist the local

or regional agencies with financial help concerning airport planning and

development. The organization at the state level varie's from state to state.

In some instances, the organization concerned with aeronautical activities

functions as part of a higher state organization (e. g., in California the

Department of Aeronautics is part of the Business and Transportation Agency)

while in other instances the organization concerned with aeronautical acti-

vities represents the highest level of government agency (e. g. , the Alabama

Department of Aeronautics). Responsibilities and roles also vary from state

to state. In California, for example, the Department of Aeronautics is

assisting in the development of statewide system of airports, including

responsibilities concerned with airport site and heliport site approvals. It

also cooperates with Federal authorities in the development of a national

system of civil aviation and in the coordination of aeronautic activities within

the State of California.

E-ll

Regional agencies also have critical roles and responsibilities

concerning airports. In some instances, a regional authority may deter-

mine the location for a new airport. In other instances, a regional authority

may plan, finance and develop the airport system. In Los Angeles County, for

example, the Los Angeles County Aviation Commission makes recommendations

to the County Board of Supervisors on the acquisition of sites for County

airports and heliports, the establishment of regulations for the management

and operation of these facilities, and other such matters. The Commission also

makes recommendations to the County Engineer on regulations and plans for

developing aviation in the County. These may include proposals for enlarging

existing facilities or adding new ones to serve the aviation industry. For a

county such as Los Angeles, the development of reliever airports may also call

into play the Los Angeles County Engineer who also serves as Director of

Aviation for the Los Angeles County.

The Los Angeles Department of Airports has charge, supervision,

direction and control over the Los Angeles municipal airports (which include

LAX, Van Nuys and Ontario). The Board of Airport Commissioners establishes

rules and regulations governing the use of the airports and the operation of

aircraft in connection with the airports. The Los Angeles Planning Commission

and the City Planning Department provide a master plan for the physical

development of the city, including its airports. The City Planning Commission

also acts as the Airport Zoning Commission. The Planning Department

regulates the use of privately owned property through zoning ordinances and

through the approval of proposed subdivisions and passes upon zoning varia-

tions, as well as the city's acquisition of land.

(2) Airlines and Airline Operations.

A state may limit aircraft operations to particular areas or times

and is empowered to have jurisdiction over intrastate tariffs. A regional

E-12

authority may seek to specialize a particular airport for a particular

kind of air service. Agencies of the local community, in particular the

airport authorities, participate with the CAB in the route authority proceed-

ings. The local community may restrict unacceptable aircraft, the hours

during which airline operations will be permitted, and the uses to which the

airline activities may be directed.

(3) Airport Access

Since each state highway department has considerable discretion in

determining what the state's interstate highway, primary and secondary road

system should be, the state has the ability to help provide airport access

improvements. County planning commissions may administer a "master plan

for highways" for the unincorporated areas of a county with various city

planning departments bearing similar responsibilities in the urban areas.

Other departments are usually charged with making surveys for street

improvements and for street maintenance.

(4) State Organizations for Aeronautics

Organizations for aeronautical activities at the state, county and

local levels vary from state to state (Table E-2). In some instances, the

state organization concerned with aeronautical activities functions as part of

a higher state organization (e. g. , in California the Department of Aeronautics

is part of the Business and Transportation Agency) while in other instances

it represents the highest level of government agency (e.g., the Alabama

Department of Aeronatutics). In Colorado and Nevada, separate state organi-

zations for aeronautics are not identified.

(h) Organization of Aeronautical Activities in California

A variety of organizations at the state, county and local level are of

significance to aeronautical activity. It is the purpose of this section to

E-13

describe briefly some of the organizations affecting air operations and air-

ports including airport access in the State of California. While California is

not necessarily representative of other states, the description of the organi-

zations and their responsibilities still provide a feel for the problems to be

encountered elsewhere.

(1) California Department of Aeronautics

As an example of government organization for aeronautics, the State

of California Department of Aeronautics activities include: encouragement

of the development of private flying and general use of air transportation,

the fostering of air safety, assisting in the development of a statewide system

of airports, and providing for cooperation with federal authorities in the

development of a national system of civil aviation as well as coordination of

aeronautics activities of federal authorities with the State of California. E-5

It is charged with airport and heliport site approval as well as airport

operating permits.

The programs administered by the California Department of Aero-

nautics to accomplish its objectives include: (a) development of aviation and

navigation facilities, (b) aviation safety and education, and (c) administra-

tion.

The objective of the aviation and navigation facilities program is to

plan for the optimum use of available air space and to provide technical and

financial assistance toward the development of aviation and navigational

facilities. On-going elements of the program in FY 1970-71 included: (a)

allocation of airport assistance revolving funds, (b) regulation of airports

and heliports, (c) inspection of schools and state building sites, (d) leasing

the navigational system, (e) noise standards for airports, and (f) the State

Airport Master Plan.

During the 1969 Session, the California Legislature enacted legisla-

tion which required the Department of Aeronautics to develop and adopt noise

E-14

standards governing the operation of aircraft and aircraft engines for

airports operating under a valid permit issued by the department to the extent

not prohibited by law. The act, Chapter 1585, Statutes of 1969, established an

advisory committee to assist the department in the adoption of standards and

directed that the regulations be presented to the Legislature by April 1970;

which, in the absence of legislative action they were to become effective

January 1, 1971.

The bill provided $50, 000 from the General Fund to be repaid by

the Airport Assistance Revolving Fund from the revenue realized from a

newly imposed tax on aircraft jet fuel.

Further, the bill specifically provided that the counties would be

responsible for the enforcement of the regulations and directed that the

officer in charge of the airport provide the enforcement authority, to be

designated by the county, such information as is required by the noise

standard regulations to permit their efficient enforcement.

The objectives of the California Department of Aeronautics aviation

and safety program in the fiscal year 1970-1971 were to develop and promote

a safety program and to insure the adequacy of training equipment, facilities

and procedures in aeronautical activities and schools. Elements within the

program included: (a) regulation of parachute jumping, (b) financial

responsibility, (c) safety and education, (d) regulation of commercial flight

schools, (e) search and rescue, and (f) airmarking.

The Department of Aeronautics in FY 1970-1971 was also in the

process of developing the first phase of a two-phase master plan for

aviation. When compiled, the plan was to provide a logical basis for the

distribution of the Airport Assistance Revolving Fund and was to relate the

needs of the state to the potential financing of airport development. The

study is a 28-month study which uses regional and local planning data as

basic inputs. The Bay Area Regional Airports study is thus a basic

E-15

component of the statewide master plan. Once developed the study will be

drawn into a more general multi-mode plan which will include ground transit

as well as aviation.

The California State Master Plan of Aviation is a two-part study

involving the air element of the overall transportation picture. When

completed, the plan will encompass all 58 California counties. Phase I of

the plan is primarily concerned with inventory and data gathering, analysis

of the existing system, the forecasted supply and demand, postulated future

systems and the evaluation of the proposed alternatives. It will, in effect,

describe where California is today with respect to air transportation, what

California can expect in the future, and alternative ways of coping with the

future.

Phase II is to develop the actual aviation program based on the data

and results stemming from the Phase I activity. It will produce an imple-

mentation program to be pursued in putting the Master Plan into effect. An

additional feature of the Phase II activity will be a computerized information

Data Bank which will store all collected and inventoried data assembled

during the course of the study. This Data Bank will be updated on a selected

element basis, to be available to all types of users as their needs for data

arise.

The Department of Aeronautics contends that the long-term plan

for future development of an overall Statewide Aviation System is necessary

if the Department of Aeronautics is going to carry out its objectives in the

State of California. To effect uniformity of the laws and regulations relating

to aeronautics in order that persons may engage in every phase of aeronautical

activity with the least possible restrictions consistent with the safety and rights

of others, a need exists for a means of coordination and cooperation with

Federal authorities.

In the development of a national system of civil aeronautics, it is

necessary to provide a means for coordination of the aeronautical activities

of the Federal authorities in the State of California. A number of needs arise:

o There is a need to develop an economically and technicallyappropriate system of general aviation airports financed out ofuser charges as distinct from other sources of funds.

o There is a need to develop a system of reliever airports andairstrips for accommodating the overflow of general aviationand the diversion of training flight operations to maintain capacityat existing airports.

o There is a need to develop a system of recreational airportsconsistent with recreational values and needs.

o There is a need to determine the need for the Business andTransportation Agency, the Department of Aeronautics, theAeronautics Board, and possibly the State Transportation Boardto administer future state and federally supported aviation trustfunds.

o There is a need to establish an information data system forexisting and future projected aviation data in a computerbased form.

o There is a need to evaluate the adequacy of .the system todetermine future demands and surplus and to provide optimumalternative systems, recognizing cost effectiveness differences.

o There is a need'to formulate an implementation programdesigned to meet the needs of the physical and policy elementsof the California Master Plan including capital improvements,legislative actions, administrative measures and responsibilities,and regulatory implications.

o There is a need for the establishment of a state agency whichwill be responsible for final accomplishment of the program,including the coordination of the aviation planning, administrativeand implementation functions, with other state, regional, localand federal agencies involved in transportation planning.

o There is a need to provide liaison with DOT/FAA as to whichairports may qualify for federal grants-in-aid as part of thetotal airport system within the context of the National AirportSystem Plan and the State Master Plan of Aviation.

E-17

o There is a need to determine and update airport standardsrelating to physical plan versus facilities, noise, environ-ment and other physical requirements.

(2) California Public Utilities Commission

The California Public Utilities Commission, a constitutional agency

composed of five members appointed by the Governor with the advice and

consent of the Senate, is responsible for the regulation of privately owned

public utilities. The term "public utility" includes such businesses as truck,

bus, airline companies and pipeline corporations (comprising the "transporta-

tion" group of utilities), telephone, gas and electric companies, and warehouse

companies. The commission's primary objective is to insure adequate

facilities and services for the public at reasonable and equitable rates consistent

with a fair return to the utility on its investment.

The commissions' authorized staff of 807 positions (FY 1971) was

organized into six divisions: Administrative, Transportation, Utilities,

Finance and Accounts, Examiner, and Legal. The commissions' two major

programs are the Regulation of Transportation (receiving about 62 percent of

the budgeted funds) and the Regulation of Utilities (receiving about 38 percent

of the funds). Direct operating responsibility forthese two programs is

handled, respectively, by the Transportation Division and the Utilities

Division, each of which receives supporting services from the other four

divisions.

Operating Procedures. The commission reviews and passes judgment

on all changes in operating methods and rate schedules proposed by regulated

utilities and transportation companies. It investigates complaints registered

E-18

against utilities and may initiate an investigation of a utility company on its

own volition. In all such cases, data are accumulated by the staff, hearings

are held, decisions rendered, and compliance secured through enforcement

procedures. No state court may review a commission decision except the

California Supreme Court whose review power is limited to questions of law.

An application or complaint presented to the commission by or

against a transportation company, for example, would be studied by the

Transportation Division. Any financial implications would be reviewed

and evaluated by the Finance and Accounts Division. The Legal Division

would advise the commission on legal matters and the Examiner Division

would conduct the hearings. The Administrative Division provides staff

supervision, administers commission policies, and maintains housekeeping

services.

Support of the Commission. The 'commission is supported by the

General Fund and the Transportation Rate Fund. The Transportation Rate

Fund finances only those commission activities relating to the rates, charges,

and practices of motor carriers hauling freight. All other commission

functions are supported by the General Fund.

Revenues for the Transportation Rate Fund are derived from a fee

paid by the regulated motor carriers which is equal to one-third of one

percent of their gross operating revenues. Additional revenue to the

Transportation Rate Fund is produced by a $4 quarterly "filing fee" which

is paid by all motor and rail freight carriers at the time they file with the

commission their reports on gross operating revenue. Other revenues are

derived from a miscellany of penalties, application fees for permits and

certificates, and from the sale of documents.

E-19 '

Applications to California Air Transportation. The California Public

Utilities Commission has the authority to regulate and the responsibility to

regulate intrastate air carriers and to regulate intrastate fares of carriers

certificated by the Civil Aeronautics Board. The commission also regulates

surface carriers which serve the various airports in California, with the

exception of those carriers which are operated by other governmental or

municipal agencies. It has relations with the Association of Bay Area

Governments (San Francisco region) and the Regional Airport Systems Study

Committee as it is the commission's belief that it can contribute to the solu-

tion of the regional transportation problem by the adoption of a program

designed to shape its regulation of air carriers and airport surface transit

to comport with an integrated and dispersed usage of the San Francisco Bay

area airports.

The Commission has adopted a policy of promoting cooperation with

the Civil Aeronautics Board on questions of air carrier service by the

establishment of an air team which coordinates their common activities.

Although the Commission has full regulatory authority over intrastate

airlines, its authority over interstate airlines is limited to the fixing of

rates for their intrastate operations. In effect the two regulatory agencies

must work harmoniously toward the same objectives to insure the most

convenient, economic and balanced utilization of airport facilities. Some

phases of cooperation between the two agencies may require additional

legislation on both the state and federal levels. Where this is found to be

necessary, the respective agencies should take steps to secure the intro-

duction of the appropriate bills.

(3) California Division of Highways

The activities of the California Division of Highways are of special

importance to the development of adequate airport access. The Division of

Highways is a part of the Department of Public Works which, in turn, is a

part of the Business and Transportation Agency. The Highways Division

E-20

plans, supervises construction of, and maintains the State Highway System.

It also issues transportation and encroachment permits. One of its district

offices conducts the. Los Angeles Regional Transportation Study.

(4) Los Angeles County Board of Supervisors

At the County level organizations vary from county to county. In

Los Angeles County the Los Angeles County Board of Supervisors serves

as the governing body of the County and many special districts, including

Flood Control, Air Pollution Control and Fire Protection Districts. The

Board enacts ordinances and rules; determines County and special district

policies; supervises activities of the Chief Administrative Officer; County

departments and special districts; and sits each July as the County Board of

Equalization to hear appeals from property assessments.

It has the unique function of serving as the executive and legislative

head of the largest and most complex County Government in the entire

United States.

(5) Los Angeles County Regional Planning Commission

The Regional Planning Commission establishes a master plan for

Los Angeles County (plans which provide, among other things, for airport

locations and related activities); maintains orderly and effective administra-

tion of existing plans; and provides comprehensive and precise zoning for

unincorporated areas of the County. Its Development Planning Division

administers the Master Plan of Highways and reviews public land

acquisition for conformity with master plans. The Regional Planning

Division's County Wide Planning Division handles all the technical work

regarding the creation of masterplans, community plans, and special

planning assignments involving unincorporated areas of the County distinct

from regional plans.

E-21

Los Angeles County Aviation Commission

The Los Angeles County Aviation Commission makes recommendations

to the County Board of Supervisors on the acquisition of sites for County

airports and heliports, the establishment of regulations for the management

and operation of these facilities, and other such matters.

The Commission also makes recommendations to the County Engineer

on regulations and plans for developing aviation in the County. This may

include proposals for enlarging existing facilities or adding new ones to serve

the aviation industry. The Commission also recommends programs for the

promotion and growth of the aviation industry.

(7) Los Angeles County Engineer -- Aviation Division

The Los Angeles County Engineer is also Director of Aviation for

Los Angeles County. The County Engineer's overall functions include the

performance of engineering services in the unincorporated area of the county

and in contract cities as directed by the Los Angeles County Board of

Supervisors.

(8) Los Angeles County Road Department

The Los Angeles County Road Department is responsible for

planning, designing, constructing, maintaining, and repairing County

highways, roads, bridges, and culverts, and for making the related surveys;

design, installation and maintenance of traffic signals; administration,

construction and maintenance of County Lighting Districts.

The Road Department also controls right-of-way requirements;

determines acceptability of Record of Survey maps and subdivision maps

in regard to dedication of streets; issues permits for excavations,

construction, and moving of buildings on public highways.

E-22

(6)

Los Angeles County Air Pollution Control District

The Los Angeles County Air Pollution Control District develops and

enforces measures to control air contaminating emissions from stationary

sources; administers air monitoring, research, source testing, instruments

and methods development, meteorological and control engineering services

in support of this basic mission; performs air monitoring projects for State

and Federal agencies; provides atmospheric radiological monitoring and

protection services for the County.

(10) Los Angeles City Planning Commission

To guide orderly growth the Los Angeles City Planning Commission

is appointed to study city growth and recommend policies to the governing

body of the city. This usually results in the County Master Plan. They

also recommend which particular areas of the city should be used for certain

purposes. The planning and zoning laws adopted by the city are for the

health and welfare of the public thus serving one of the requisites for the

exercise of the police power of the community. Planning commissions

usually pass on any new subdivision development to determine that they con-

form to the overall interests of the community. By law the planning commis-

sions may control street alignment, improvements, size and shape of lots,

etc. The commissions usually pass on all subdivision maps before they are

presented to the City Council or Board of Supervisors. The City Planning

Commission usually works closely with county planning commissions

(sometimes called Regional Planning Commissions, as in the case of Los

Angeles County) in planning through highways and other matters requiring

coordinated action.

(11) Los Angeles City Planning Department

The Los Angeles City Planning Department prepares and maintains

a master plan for the physical development of the city including such elements

E-23

(9)

as highways, the Civic Center, public works facilities, branch administrative

centers, schools, recreational facilities, airports and the shore line. All

matters which would affect any portion of this plan must be approved by

the City Planning Commission (which also acts as the Airport Zoning

Commission). The Department regulates the use of privately owned property

through zoning ordinances and through the approval of proposed subdivisions.

The Department investigates and reports on applications for amendments to

the zoning ordinances and passes upon zone variance applications. The

acquisition of land by the City of Los Angeles for public use must be approved

by the City Planning Department.

(12) Los Angeles Department of Airports

The Los Angeles Department of Airports has charge, supervision,

direction, and control over the Los Angeles municipal airports. The Board

of Airport Commissioners establishes rules and regulations governing the

use of the airports and the operation of aircraft in connection with the airports.

The municipal airports include Los Angeles International Airport, the Van

Nuys Airport and the Ontario Airport.

(13) Los Angeles City Engineering Bureau

The Los Angeles City Engineering Bureau, a part of the Public Works

Department, prepares surveys and engineering plans for street improvements,

bridges, sewers, storm drains, and other public works, and is the custodian

of all maps, plans and records pertaining to such work.

(14) Los Angeles Right of Way and Land Bureau

The City of Los Angeles Right of Way and Land Bureau acquires

rights-of-way, makes appraisals and purchases property required for public

use. It examines property titles, maintains records, and collects rentals for

the use of City-owned land and improvements.

E-24

(15) Los Angeles Streets

In Los Angeles, streets are primarily the responsibility of the city.

Three agencies of the city -- the Planning Department, the Traffic Depart-

ment, and the Public Works Department -- are involved in the provision and

maintenance of the city streets. The Planning and Traffic Departments

evaluate capabilities of existing streets and define requirements for future

streets, while the Public Works Department is responsible for construction

and maintenance. Each of these departments is, in turn, responsible to a

citizen's commission, or board, which is in turn responsible to the City

Council and Mayor for the activities of these departments.

E. 2 TIMING OF V/STOL IMPLEMENTATION ACTIVITIES

Whatever the importance of the roles and responsibilities of the

government agencies for V/STOL applications, the timing of their activities

is a critical determinant of the future of V/STOL applications. The webs of

interdependency are such that the action of one group is frequently dependent

upon the prior completion of some other activity by another group. Unfor-

tunately, in some instances a considerable period of inactivity results

because each is awaiting the other's move.' This may be at least partially

descriptive of V/STOL activities. The manufacturers are unwilling to

commit funds and resources to the development of a V/STOL aircraft in the

absence of firm aircraft purchase orders. The aircraft purchases from the

manufacturers are withheld pending granting of route authority to the airline

by the CAB for a particular V/STOL route. Also, delivery of the aircraft

may be held up pending certification of the aircraft by the FAA. The CAB,

on the other hand, may be hesitant to provide route certification in the

absence of firm information about the number and type of aircraft to be used,

the scheduling of the airline operations, the characteristics of the aircraft,

the nature of the market, and the effects upon other transportation activities.

Similarly, local agencies may be hesitant to accord support for a V/STOL

applications program in.the absence of firm data about the noise and air

E-25

pollution likely to be produced by the aircraft as well as its impact upon

both air and surface congestion.

Figure 32, Volume I, depicts in summary fashion some of the time-

related interdependencies. In each facet of V/STOL applications many of the

decisions and implementing acts are dependent upon some preceding act.

Thus, in the aircraft category, the availability of the 1980 STOL depends

upon prior STOL certification by the FAA, the FAA certification of a STOL,

prior flight tests of the STOL aircraft, and so forth. Time-related depen-

dencies span categories. Thus, with respect to the airline category STOL

aircraft revenue service depends upon the availability of certified STOL

aircraft (from the aircraft category line) and STOL landing aids (from the air

traffic control line).

It i s important to bear in mind that the time requirements for the

decisions and implementation acts are subject to considerable variations.

In some instances, the time requirements are established by law, as in the

stipulation that a certain number of days will elapse between notice of a

CAB hearing and the hearing itself. In other cases, the time requirements

cannot be defined with any precision because of uncertainties associated

with technical developments of a revolutionary nature. Often, however, the

times are difficult to define because of an agency's caution in making a

decision in order to safeguard all interested parties.

a. V/STOL Aircraft and Related Equipment Manufacturers

The dependence of V/STOL aircraft and related equipment manu-

facturers for funding of research in the manufacturer's facilities and

information resulting from sponsored research and in-house government

research was described earlier. The manufacturers may delay their own

work on the development of a V/STOL aircraft pending the completion of such

R&D activities. But the aircraft manufacturer is also likely to wait for

E-26

government endorsed definitions of a market particularly as a result of

CAB route authorization and airline interests in an aircraft to service

that market. And if it does develop the aircraft, the manufacturer is

dependent upon meeting FAA standards in order to have its aircraft certified.

Figure Ii, Volume I, gives an example of the time requirement for STOL

development as a composite of the time requirement for the NASA QUESTOL,

plus the time required for the DC-10 development, plus one additional year

between the two programs for contingencies.

b. Airports

This study does not envision the creation of new airports for the

1980 STOL, although new airports may be required to implement 1990

VTOL.

Since no new airport is to be developed for the 1980 STOL, problems

related to decision and implementation are greatly minimized principally

since costly and time-consuming land acquisition procedures are avoided.

However, for new airports to be developed for a 1990 V/STOL site, selec-

tion studies and air space determination should be initiated by 1982.

c. Airline Operations

In view of the unwillingness of manufacturers to design and develop

V/STOL aircraft prior to the establishment of a market and the CAB's

route authorization, the speeding of government decisions in these areas

may greatly accelerate the V/STOL applications process. A speeding up

of CAB's decision making process would permit earlier decisions of STOL

routes to be made. If such decisions are made, airlines may then firm up

their plans on the number and type of aircraft required to service the new

markets. The manufacturers would then be in greatly improved positions

to move ahead with the development of aircraft to satisfy the airline needs.

Communities concerned with planning for airport developments would then

E-27

be in a position of having firm data on operational characteristics of the

airplanes programmed to service their communities. The difficulties of

the CAB should not be minimized, however. It is required to protect the

interests of a variety of parties and in order to do so it must generally

follow a set of time consuming procedures. Figure 30, Volume I, shows

the times required for three different CAB decisions. While the current

law does not permit basic changes in the procedures, significant speedups

could occur in the scheduling time requirements if the judge's and the

board's decisions could be speeded.

d. Airways and Air Traffic Control

Since ownership and control of the Federal Airways System is

vested in the FAA, no delays are expected in implementing V/STOL

applications as a consequence of the necessity for air space studies or for

the construction of whatever additional ATC and landing aids might be

required.

e. Airport Access

Significant improvements in existing airport access are generally

time consuming and costly. If new rapid transit systems are to be

constructed for airport access, the time delays are indeed very great.

Figure E-2 shows the time requirements for the San Francisco BARTS

program, and for the Washington, D. C. subway. If freeways are to be

developed to provide airport access, the State of California experience has

shown optimistic scheduling to require about seven years (Figure E- 3 ).

The development of surface street improvements, particularly if rights of

way have already been acquired, provides the speediest solution if not the

best long-term solution.

Fortunately, the 1980 STOL and the 1990 V/STOL envision reliever

airports being used in conjunction with the hub airports. The use of the

E-28

reliever airports may serve to reduce airport congestion at the hub

airports while adding acceptable levels of increased traffic at the reliever

airports.

E-29

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PRECDING PAGE BLANK NOT FILMED

REFERENCES

Bernard A. Schreiver and William W. Seifert, Cochairmen.Air Transportation 1975 and Beyond - A Systems Approach,The M.I.T. Press, Cambridge, Mass. (1968) pp. 84-1ZL-

Code of Federal Regulations, Title 14, Chapter V NationalAeronautics and Space Administration, (January 1, 1970).

Code of Federal Regulations, Title 14, Chapter I, FederalAviation Administration, Department of Transportation,(January 1, 1970).

Code of Federal Regulations, Title 14, Chapter II, CivilAeronautics Board, (January 1, 1970).

California Legislature, Analysis of the Budget Bill of the Stateof California for Fiscal Year 1970-1971, pp. 878-884.

Preceding page blank ]

E-37

E. 1

E. 2

E. 3

E. 4

APPENDIX F

COST AND FUNDING REQUIREMENTS

F - ,I

CONTENTS

Page

F. 1

F. 2

F. 2. a

F. 2. b

F. 2. c

F. 2. d

F. 3

F. 3. a

F. 3. b

F. 3. c

F. 3. d

F. 4

F. 4. a

F. 4. b

F. 4. c

Reference

Summary of 1980 and 1990 V/STOL Systems

1980 STOL System. ...........

Aircraft Development and Production Costs.

Airline Acquisitions and Introduction Costs.

STOLport Development Costs.

Air Traffic Control System Costs.

1990 VTOL System. ...........

Aircraft Development and Production Costs.

Airline Acquisition and Introduction Costs .

VTOLport Development Costs.......

Air Traffic Control ...........

Operating Cost Analysis .

Direct Operating Cost (DOC) .......

Indirect Operating Cost (IOC) .......

Return on Investment (ROI) .

Is.

........ F-1

, ....... F-2

...... ...F-3

...... ...F-5

, ....... F-5

, ....... F-5

......... F-6

...... ...F-6

...... ...F-7

...... ...F-8

...... ...F-8

...... ...F-8

...... ...F-8

...... ...F-9

...... ...F-10

...... ....F-70

FIGURES

1980 STOL and 1990 VTOL Implementation Schedule. . . F-ll

1980 STOL and 1990 VTOL System Costs ........ F-12

Cumulative 1980 STOL and 1990 VTOL SystemImplementation Costs ............... . F-13

Comparison of Fare Levels, 1980 STOL and 1990 VTOLSystems (Adjusted Domestic Trunk IOC) ........ F-14

1980 STOL and 1990 VTOL System Cumulative Funding . F-15

F-i, 2,

F-l

F-2

F-3

F-4

F-5

FIGURES (Continued)

Page

F-6 1980 STOL Implementation Schedule. F-16

F-7 Cumulative Time-Phased Summary of ImplementationCosts (1980 STOL System - 150 Passenger Aircraft) . F-17

F-8 Airframe Development Cost . F-18

F-9 Composite Structures, Cost Estimating Relationship . F-19

F-10 Airframe Cost Estimating Relationships. F-20

F-ll 1980 STOL System Aircraft Flyaway Costs. .F-Z1

F-12 Implementation Costs by Year for 1980 STOL System -Airline Acquisition & Introduction . .. . . . F-22

F-13 1980 STOL System Time Phased STOLport DevelopmentCosts - Airfield and Support Area . . . . . . . . . . F-23

F-14 1980 STOL System Air Traffic Control Facilities Cost F-24

F-15 1980 STOL System Time Phased Air Traffic ControlFacilities Cost .. F-25

F-16 1990 VTOL Implementation Schedule . . . . . . . . . F-26

F-17 1990 VTOL Aircraft Lift Turbofan Engine DevelopmentCosts . F-27

F-18 1990 VTOL Aircraft, Lift Turbofan Engine ProductionCosts . F-28

F-19 1980 STOL System, EBF 3000 ft., Direct OperatingCosts.. F-29

TABLES

F-1 STOL and VTOL Port Development Costs by Region F-30

F-2 Summary of Implementation Costs - 1980 STOLSystem, 150-Passenger Aircraft . .......... F-31

F-3 Engine Technology Assessment and Cost . . . . . . . F-32

F-4 NASA Funded STOL Development . . . . F-33

F-ii

TABLES (Continued)

Page

F-5 Airline Investment Cost Factors Per Aircraft. F-34

F-6 STOLport Improvement Costs, Airfield and SupportFacilities 1980-1984 . . . . . . . . . . . . . . . . . F-35

F-7 Time Phased STOLport Development Costs, Airfieldand Support Facilities . . . . . . . . . . . . . . . . F-37

F-8 STOLport Improvement Costs, Airfield Area . F-44

F-9 STOLport Improvement Costs, Support Area . . . . . . F-50

F-10 STOLport Improvement Unit Costs. F-57

F-ll Aircraft Maintenance Facility Costs . . . . . . . . . . F-58

F-12 Maintenance Facility Locations . F-59

F-13 Air Traffic Control Facilities. F-60

F-14 Time Phased Implementation Costs - 1990 VTOL System,Airline Acquisition and Introduction,100-Passenger Aircraft ......... F-62

F-15 Summary of Implementation Costs, 1990 VTOL System F-63

F-16 Estimated NASA VTOL Funding Requirements . . F-64

F-17 VTOLport Development Costs . . . . . . . . . . . . . F-65

F-18 VTOLport Development Construction Cost Factors . F-66

F-19 Air Traffic Control Facilities and Equipment Cost. . F-67

F-20 Direct Operating Costs, 1990 VTOL Lift Fan,100-Passenger Aircraft ............... F-68

F-21 Comparison of Indirect Operating Costs (1970 CostLevels) . . . . . . . . . . . . . . . . . . . F-69

F -iii

APPENDIX F

COST AND FUNDING REQUIREMENTS

F. 1 SUMMARY OF 1980 AND 1990 V/STOL SYSTEMS

A time-phased implementation schedule and funding analysis for

the forced scenario 1980 STOL and fostered scenario 1990 VTOL system

has been developed based on the technology, performance and costs of

developing, acquiring, and introducing STOL service in 1980 and VTOL

service in 1990.

The implementation schedules for the 1980 and 1990 scenarios are

shown in Figure F-1 and indicate the key milestones associated with aircraft

development, airline introduction, V/STOL port development and availability

of the necessary air traffic control facilities and equipment.

A summary of implementation costs for the 1980 STOL and 1990 VTOL

systems is shown in Figure F-2. The aircraft cost which consists of flyaway

costs and spares for the specified fleet sizes required is seen to be the

largest system cost element. VTOLport development costs are significantly

higher than STOLport costs because of the costs of land acquisition and new

facility construction. Similarly, VTOLports require new air traffic control

facilities instead of additional facilities as for the STOL system.

A time-phased summary of these implementation costs is shown in

Figure F-3 for both the 1980 STOL and 1990 VTOL systems. Peak implemen-

tation costs are shown for both systems during the initial year of service which

is also the peak in aircraft production, V/STOL port development, and

installation of air traffic facilities and equipment.

Fare levels for these aircraft are shown in Figure F-4 with the 1990

VTOL requiring the highest fare level because of the characteristics of its

F-1

lift and cruise engine system. These fare levels are determined from an

analysis of direct and indirect operating costs, return on investment,

and load factor.

Sources of funding for development of the 1980 STOL and 1990 VTOL

systems are shown in Figure F-5. Commercial banks are shown to provide

the largest funds for aircraft development, airline acquisition, and STOL and

VTOL port development.

A summary of STOL and VTOL port development costs by region is

shown in Table F-1. The Northeast Region is seen to require the largest

investment compared to other regions for both STOL and VTOL ports.

F. 2 1980 STOL SYSTEM

The implementation schedule for the 1980 STOL system is shown

in Figure F-6 which illustrates the key milestones associated with aircraft

development, airline acquisition and introduction, airport development, and

the supporting air traffic control facilities and equipment.

The pacing item in aircraft development is the availability of a quiet,

lightweight, and efficient engine. Go-ahead of aircraft manufacture requires

that airlines receive appropriate route certification. STOLport development

follows go-ahead of aircraft manufacture and airline route certification.

Availability of air traffic control facilities and equipment is shown required

during the aircraft certification phase.

A summary of the implementation costs for the 150-passenger air-

craft is shown in Figure F-2. A cost breakdown by major system element

is contained in Table F-2.

Commercial banks will finance 70% of aircraft and engine development

and manufacture. Airlines will finance 30% of the flyaway price, spares, and

GSE and 100% of introduction costs.

F-2

For the 1980 STOL system,airport authorities and the FAA will

share airfield development costs on a 50-50 basis. Support facility costs

covering passenger terminal and airport parking will be provided by airport

authorities. Airport authorities will obtain 30% of all required implementa-

tion costs from available funds and 70% from sale of revenue bonds. Airlines

will finance aircraft maintenance facilities, 30% from available funds and 70%

from commercial banks. Air traffic control facilities will be provided by

the FAA.

a. Aircraft Development and Production Costs

(1) Aircraft Development Costs

Airframe. Airframe development costs for the 1980 EBF STOL,

1990 AW STOL, and 1990 Lift Fan VTOL are illustrated according to aircraft

size in Figure F-8. These costs represent an Aerospace estimate and are

based on analysis of available data.

Engine. A recently completed engine technology and assessment cost

study by the Rand CorporationF - l was utilized to estimate engine development

and production costs. The Rand study is based on performance and cost data

of 29 turbojet and 9 turbofan engines and utilizes engine thrust, weight,

temperature, total pressure and SFC to develop a technology/time assessment

and cost estimate. Based on the STOL and VTOL performance parameters,

developed engine technology appears available to meet the developmental

schedules. Table F-3 provides a summary of engine performance, technology

assessment, and engine costs and quantities.

This method, although extremely sensitive to engine weight,

temperature, and SFC, does not consider the impact of noise reduction which

is a large uncertainty. Cost experience in developing and producing a quiet

engine is at best limited. Current indications are that engines meeting the

noise goals forecast for 1980 and 1990 will be more than double the cost

of current equivalent thrust engines.

F-3

NASA STOL Development. The STOL airframe and engine develop-

ment schedules and costs assume that NASA funded STOL development

activities will accelerate in areas of quiet engine and QUESTOL aircraft

development. Projected NASA funding in support of 1980 STOL development

is shown in Table F-4. These development activities are essential to the

necessary technology, operational hardware, and system planning being

available to meet the system implementation schedule for the 1980 STOL

system. The results of these activities must provide aircraft and engine

manufacturers with design and test criteria and specifications for the

development and manufacture of production aircraft.

(2) Production Costs

Airframe. Cost estimating relationships covering aluminum and

composite structures and other equipment and controls were developed

from analysis of available industry data. A large cost reduction in the cost

of composite structures was forecast for 1990. Cost estimating relationships

for composite structures are illustrated in Figure F-9, while Figure F-10

illustrates the cost relationships for aluminum structures and other

equipment and controls.

To determine unit cost as a function of quantity, the above costs,

which are based on quantity, were multiplied by 2. 644 to obtain a first unit

cost. Average cost was then obtained by: Average cost = 1st airframe unit

cost (quantity of airframes) ' 4 9 7.

Engine. Engine production costs for the cruise engine were obtained

from the engine technology and cost method and were shown in Table F-3.

F-4

(3) Flyaway Costs

Flyaway costs for the airframe and engine for the 50, 100, 150, and

200 passenger aircraft are illustrated in Figure F-ll.

b. Airline Acquisition and Introduction Costs

Time phased airline acquisition and introduction costs are shown in

Figure F-12 and cover flyaway costs of the aircraft and spares and GSE and

introduction costs. Airline investment cost factors related to payment

schedules for the aircraft and allowances for various categories of introduc-

tion costs are shown in Table F-5.

c. STOLport Development Costs

A time phased summary-of STOLport development costs is shown in

Figure F-13 and covers costs of improving or adding runways, taxiways,

taxiway access, aprons, and passenger terminals, airport parking, and

aircraft maintenance facilities.

A summary of these costs by state for both minimum and maximum

demand levels is shown in Table F-6. A time phased summary for each

STOLport in each state is contained in Table F-7. A cost breakdown of air-

field and support facilities for each STOLport is shown in Tables F-8 and

F -9, STOLport cost factors for the landing area, terminal building, and

parking area are listed in Table F-10. Aircraft maintenance facility costs

for centralized and regional bases are contained in Table F-ll. Maintenance

facility locations are shown in Table F- 12.

d. Air Traffic Control System Costs

A summary of air traffic control facility costs is shown in Figure

F- 14 and covers additional control towers, microwave ILS, and approach

lighting systems required at various STOLports. Time phased costs for

these facilities are shown in Figure F-15. A cost breakdown of each

category of facilities necessary for each STOLport is shown in Table F-13.

F-5

F. 3 1990 VTOL SYSTEM

The implementation schedule for the 1990 VTOL system is shown in

Figure F-16 which illustrates the key milestones associated with aircraft

development, airline acquisition and introduction, VTOLport development,

and the supporting air traffic control facilities and equipment.

As in the STOL system, the pacing item in aircraft development is

the availability of quiet, lightweight, and efficient cruise and lift engines.

Go-ahead of aircraft manufacture and VTOLport development requires that

airlines receive appropriate route certification.

A time phased summary of implementation costs for the 100-passenger

aircraft is shown in Table F-14. A cost breakdown into major system

elements is contained in Table F-15. System financing similar to the STOL

system has been assumed. It is recognized that current FAA funding

criteria excludes the costs of terminal and parking facilities; however, since

these facilities are integral to the VTOLport, a change in funding criteria

has therefore been made. This funding appears to be essential to VTOLport

development if airport authorities are to be able to finance their share.

The flyaway cost estimate for the 100-passenger lift fan VTOL was

derived using the same costing estimation techniques used for the 1980 STOL

which are:

Airframe (000)$5, 764

Engine $3, 187

Total $8, 951

a. Aircraft Development and Production Costs

(1) Aircraft Development Costs

Airframe development costs for VTOL aircraft as a function of size

were illustrated in Figure F-8. Cruise engine development costs were shown

F-6

in Table F-3 and were based on the Rand Corporation engine technology

and assessment cost study. Lift engine development costs represent

Aerospace estimates and are based on analysis of available data. Develop-

ment costs as a function of engine thrust are illustrated in Figure F-17.

(2) NASA VTOL Development Costs

Th-e VTOL airframe and engine development schedules and costs

assume that NASA funded VTOL development activities are required in

areas of quiet lift fan engine and quiet VTOL aircraft. Projected NASA

funding in support of 1990 VTOL development is shown in Table F-16. These

development activities are essential to the necessary technology, operational

hardware, and system planning being available to meet the system implementa-

tion schedule for the 1990 VTOL system. The results of these activities must

provide aircraft and engine manufacturers with design and test criteria and

specifications for the development and manufacture of production aircraft.

(3) Production Costs

For the airframe, cost estimating relationships covering aluminum

and composite structures and other equipment and controls as shown in

Figures F-9 and F-10 were used to develop aircraft production costs. A

reduced cost for composite materials was forecast in 1990. Cruise engine

costs were obtained from the engine technology and cost method. Lift engine

costs as a function of thrust are illustrated in Figure F-18. These costs

are Aerospace estimates based on available industry data.

b. Airline Acquisition and Introduction Costs

Time phased airline acquisition and introduction costs were shown in

Figure F-12 and cover flyaway costs of the aircraft and spares and GSE and

introduction costs.

F-7

c. VTOLport Development Costs

A summary of VTOLport development costs by type of facility for

each hub city is shown in Table F-17. These costs consist of land and

construction costs of ground level, small elevated and large elevated ports.

Costs of centralized and regional aircraft maintenance facilities are also

included. Land and construction cost factors for each of the VTOLports are

listed in Table F-18.

d. Air Traffic Control

For the 1990 VTOL system new terminal air control, communica-

tions, data acquisition, and navigation landing aids will be required and

are listed for a typical VTOLport in Table F-19.

F. 4 OPERATING COST ANALYSIS

a. Direct Operating Costs (DOC)

DOC for STOL aircraft were based on the utilization of a modified

Boeing 1971 DOC methodF - 2 which updates cost factors to 1970 levels and

reflects airline experience. The following modifications were made to the

Boeing 1971 method to bring the costs to 1972 levels and reflect the impact

of a new STOL aircraft design in initial airline service.

Flight Crew - Increase 15%

Fuel & Oil - $. 115/Gal vs $. 095/Gal

Insurance - 2% vs 1%

Maintenance - 2, 000' STOL Increase 30%

- 3, 000' STOL Increase 20%

Depreciation - 14 Years, 2% Residual vs 12 Years,0% Residual

The resulting DOC per available seat mile as a function of distance

is illustrated in Figure F-19.

F-8

The DOC for VTOL aircraft utilized the above modified Boeing 1971

method with the exception of an increase in the insurance rate to 2.5% and

the addition of lift engine maintenance equations obtained from an Eastern

Airline Guideline for V/STOL systems. F-3 The DOC per block hour based

on 500 statute miles are shown in Table F-20.

b. Indirect Operating Costs (IOC)

The IOC were based on the operational characteristics of a V/STOL

system limited to high density short haul markets. The IOC formulas were

developed on the basis of (1) intrastate carrier cost of operation in the

California Corridor, and (2) typical domestic trunk carriers experienceF-4adjusted for STOL service.-

The resulting IOC formulas are as follows:

California Corridor = $21. 71 + (0. 3249 X CAP) +(0. 67161 X NO PAX) + (0. 004061 X ASM) +(0. 002318 X RPM)

Domestic Trunk = $47. 30 + (0. 6438 X CAP) +(1. 972 X NO PAX) + (. 004383 X ASM) +(0. 001307 X RPM)

CAP = Airport Size (No. of Seats)

NO PAX = Number of Passengers

ASM = Available Seat Miles

RPM = Revenue Passenger Miles

The IOC vary widely depending upon the, service characteristics ofairlines such as fleet size, airports served, and average stage length.

Table F-21 illustrates the different IOC obtained from various industry

methods. The level of California Corridor IOC can be seen to be far

lower than any method based on domestic trunk IOC. This comparison

indicates that more research is required to determine the level of IOC

that can be achieved by domestic trunk airlines in performing high density

STOL service.

F-9

c. Return on Investment (ROI)

A return on investment analysis was incorporated into the system

economics to provide a means to evaluate the economic viability of various

aircraft designs and operational concepts.

The ROI developed represents a rate averaged over a number of

years. The rate of return on investment utilized is based on current

practices of regulatory agencies. For the California Corridor, the rate of

return used is 10. 5% which is established by the California Public Utilities

Commission.F-5 A 10% ROI on the total investment base is equivalent to an

ROI of 13. 8% per year based only on the aircraft investment.

For domestic trunk carriers, the rate of return used is 12% whichF-6

is established by the Civil Aeronautics Board. A 12% ROI on the total

investment is equivalent to an ROI of 19. 7% per year based exclusively on

the aircraft investment.

F-10

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REFERENCES

F.1. Artur J. Alexander and J. R. Nelson, Measuring TechnologicalChange, Aircraft Turbine Engines, R1017, ARPA/PR (May 1972),and Personal Communication Concerning Follow-on AnalysisRelating Technology to Cost for Aircraft Engines.

F.2. Boeing 1971 DOC and IOC Formula Update, DC-22514, The BoeingCompany, Seattle, Washington (July 1971).

F3. Operational Requirements and Guidelines for V/STOL Systems,Eastern Airlines, August 1969.

F.4. H. L. Solomon, Interim Report, Study of Short Haul High DensityV/STOL Transportation Systems, Aerospace Report No.ATR-72(7301)-l, Vol. I, NASA Report No. CR-114466, TheAerospace Corporation, El Segundo, California (July 1972).

F.5. Estimated Result of Operation of Pacific Southwest Airlines,Application 50847, California Public Utilities Commission,Transportation Division (May 1969).

F.6. Civil Aeronautics Board Docket 21866-8, Domestic PassengerFare Investigation, Phase 8-Rate of Return, Civil AeronauticsBoard, Washington, D. C., (April 9, 1971)

F -70