back to NOTES | August 27, 1999 MEMORANDUM To: Noise Compatibility Study Group Committees From: Eric Bernhardt Subject: Annual Average Runway Use Assumptions, Louisville International Airport FAR Part 150 Noise Compatibility Study The purpose of this memorandum is to present annual average runway use assumptions prepared for the Louisville International Airport FAR Part 150 Noise Compatibility Study (the Study). Annual average runway use is a critical input to the FAAs Integrated Noise Model (INM), which is the computer model that will be used to develop existing 1998 and future 2005 noise exposure contours (the FAA requires existing conditions noise exposure contours to be prepared using the last complete calendar year of data). Included in this memorandum are: (1) results of the Automated Radar Terminal Systems (ARTS) III data analysis, (2) an overview of the methodology used to estimate annual average runway use, and (3) existing and future runway use assumptions for the various categories of aircraft operating at the Airport. ARTS Analysis Results A total sample of thirty (30) days of ARTS data was obtained for this analysis. The sample includes all aircraft that operated under an instrument flight rules (IFR) flight plan during the period from May 22 to June 20, 1999. A total of 9,252 aircraft operations are included in the sample. Of the total, there were 5,401 daytime operations (58%), and 3,851 nighttime operations (42%). The total number of aircraft operations included in this ARTS data sample may differ from the average number of monthly operations recorded by the RAA due to the following: The first and last days of the ARTS data sample were discarded due to the fact that both days did not represent a complete 24-hour day
Following the categorization of aircraft, the ARTS data sample was divided into daytime operations (i.e., 7:00 a.m. to 10:00 p.m.) and nighttime operations (i.e., 10:00 p.m. to 7:00 a.m.), because the fleet mix and preferential runway uses at the Airport are different during these periods. Daytime and nighttime operations were then subdivided into the most commonly used runway use configurations. Based on the Louisville International Airport Informal Runway Use/Noise Abatement Procedures and discussions with FAA airport traffic control tower (ATCT) staff, the following daytime and nighttime runway use configurations (in order of preference) were used in this analysis: Daytime runway use configurations The most preferred runway use configurations are Daytime 1 and Nighttime 1, and are used to the maximum extent possible whenever wind, weather, demand, and airfield conditions permit. It should be noted that during Nighttime 1 conditions, some arrivals or departures may occur from/to the north if they are against the general flow of operations. For example, the relatively few departure operations that would be expected during the peak UPS arrival bank will be instructed by the ATCT to depart on either Runway 35R or 35L.
The annual percentage of each flow condition is strongly influenced by the allowable cross- and tailwind component. The NOAA data give an hourly average of the wind direction and speed, and as such does not fully portray transient conditions such as wind gusts during the hour, which may be significantly higher than the average. Other conditions which may affect runway use configuration such as the presence of wind shear, wet runways or pilot preference are more difficult to quantify. Therefore, in this analysis the standard tower operation and noise abatement procedures were simplified somewhat and the following cut-off values (as indicated in the table below) where used before shifting to a less desirable configuration. Slightly higher values were assumed for night use, since winds are generally calmer and more stable at night. The assumed "practical" allowable cross and tailwind components are provided below:
Once the annual use of each configuration was calculated based on the NOAA data, the ARTS sample was normalized based on the estimated annual use of each configuration. In this manner, aircraft operations under each the configuration were appropriately weighted to represent annual average use. Annual Average Runway Use Assumptions Table B depicts the existing 1998 and future 2005 annual average runway use assumptions. These assumptions were prepared for daytime and nighttime conditions because the fleet mixes and preferential runway uses at the Airport are different during these periods. As depicted in Table B, approximately 87% of annual daytime arrivals are assumed to occur Runway 17L and 17R (with 79% on 17L), and approximately 12% of all annual daytime arrivals are assumed to occur on Runways 35R and 35L. For annual daytime departures, approximately 86% are assumed to occur on Runways 17L and 17R, and 14% are assumed to occur on Runway 35R and 35L (with 10% on 35R). During nighttime hours, approximately 71% of all annual arrivals are assumed to occur on Runways 35R and 35L, and approximately 82% of all annual departures are assumed to occur on Runways 17R and 17L. Based on a comparison of data contained in Tables A and B, the assumed annual average runway uses are similar to the actual runway uses determined from the sample of ARTS data. For this Study, we are assuming that existing and future daytime and nighttime runway use percentages will remain constant since both the daytime and nighttime fleet mixes are projected to remain consistent through 2005. Based on a review of preliminary forecast fleet mix data, the air carrier fleet mix will continue to consist of narrowbody aircraft similar to those included in the Other Large Jet (OLJ) category (e.g., B-737, B-727, DC-9, MD-80, FK100, etc.). The average aircraft seat size is only projected to increase from 119.1 in 1998 to 122.0 in 2005. Based on fleet mix data provided by UPS, the percentage of UPS aircraft requiring the use of Runway 17R-35L is anticipated to remain the same. EEB/sq Enclosure cc: Mr. Robert A. Brown, RAA Ms. Rande Swann, RAA Mr. William J. Willkie |
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