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DSM Terminal-Area-Concept-Plan-Technical-Report - FINAL

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Passenger <strong>Terminal</strong> Requirements<br />

Methodology and key assumptions<br />

KEY POINTS<br />

• For the development of<br />

terminal facility<br />

requirements, the ACRP<br />

terminal requirements<br />

model was used. The<br />

ACRP model evaluates<br />

facility requirements of<br />

major functional areas<br />

based on performance<br />

metrics.<br />

• Facility requirements for<br />

the following areas of<br />

the terminal were<br />

determined:<br />

— Apron gates<br />

— Ticketing / Check-in<br />

— Security checkpoint<br />

— Outbound baggage<br />

screening<br />

— Outbound baggage<br />

make-up<br />

— Concessions<br />

— Holdrooms<br />

— Baggage claim<br />

— Restrooms<br />

— Secondary and other<br />

areas<br />

<strong>Terminal</strong> requirements are driven by forecast aviation demand:<br />

• Based on projected levels of passenger activities at 2.5, 3.0 and 4.0 million annual passengers (MAP)<br />

which is expected to occur around 2018, 2027, and 2042, respectively<br />

• Peak period demand derived from the forecast are used as a basis for sizing the facility requirements.<br />

Number of passengers during the peak hour is shown in Figure 27. Rolling hourly enplaned<br />

passengers are shown on Figure 28.<br />

Development of terminal requirements are based on airport data and industry design standards:<br />

• The industry-standard Airport Cooperative Research Program (ACRP) terminal requirements model<br />

are used to assess the facility requirements for each PAL.<br />

• The ACRP model looks at the major functional areas of both airside and landside terminal operations<br />

to evaluate the facility requirements based on performance metrics such as targeted passenger wait<br />

time and level of service (LOS). Key assumptions were developed from data provided by the Airport,<br />

as well as data collected at other similar U.S. airports.<br />

Level of Service (LOS) is defined as:<br />

• A qualitative and quantitative measurement of comfort experienced by passengers using the airport<br />

terminal facility. The capacity of each element of a terminal facility can vary depending on the level of<br />

crowding and/or processing time that is considered acceptable. <strong>Terminal</strong> should be designed to<br />

maintain a certain LOS, even during the peak periods of the day, typically chosen as the peak hour of<br />

the average day in the peak month (ADPM). The International Air Transport Association (IATA)<br />

delineates level of service into 6 categories:<br />

1,800<br />

1,600<br />

1,400<br />

1,200<br />

1,000<br />

800<br />

600<br />

400<br />

200<br />

-<br />

Figure 27<br />

Number of Passengers During the Peak Hour<br />

2013 2.5 MAP 3.0 MAP 4.0 MAP<br />

Enplaned passengers Deplaned passengers Total passengers<br />

Figure 28<br />

Rolling Hourly Enplaned Passengers (June 3, 2013)<br />

• MAP stands for Million<br />

Annual Passengers, and<br />

includes enplaning and<br />

deplaning passengers.<br />

• LOS C is typically recommended as a design objective since it denotes good service at a<br />

reasonable investment. Therefore, the facilities for <strong>DSM</strong> are planned for LOS C.<br />

• Some factors that influence LOS for terminal planning are :<br />

– Passenger queuing space<br />

– Target maximum wait time<br />

– Linear frontage (e.g. for baggage claim)<br />

36<br />

TERMINAL AREA CONCEPT PLAN TECHNICAL REPORT<br />

Des Moines International Airport

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