Appendix B
ULTIMATE AIRPORT CAPACITY & DELAY SIMULATION MODELING ANALYSIS B TABLE OF CONTENTS EXHIBITS TABLES B.1 Introduction... 1 B.2 Simulation Modeling Assumption and Methodology... 4 B.2.1 Runway Usage... 4 B.2.2 Airfield and Terminal Enhancements... 5 B.2.3 Demand Levels... 5 B.2.4 Weather Conditions... 6 B.2.5 FAA Separation Initiatives... 7 B.2.6 Statistical Evaluation Metrics... 9 B.3 Simulation Experiment Results and Analysis... 10 B.3.1 Present Day Separation... 10 B.3.2 Wake Recat... 10 B.4 Morning IFR then Simulation Experiment Results and Analysis... 12 B.4.1 Present Day Separation... 12 B.4.2 Wake Recat... 12 B.4.3 FAA JO 7110.308... 13 B.5 Annualized Weighted Simulation Results... 14 B.6 Maximum Practical Capacity Analysis... 16 B.6.1 with Present Day Separation... 17 B.6.2 with Wake Recat... 19 B.6.3 Morning IFR then with Present Day Separation... 21 B.6.4 Morning IFR then with Wake Recat... 23 B.6.5 Morning IFR then with FAA JO 7110.308... 25 B.7 Conclusion... 27 Exhibit B.1-1 Existing Airfield Configuration... 3 Exhibit B.2-1 Standard 28-1 Runway Configuration... 4 Exhibit B.2-2 Forecast Flight Schedule Rolling Hour Demand Comparison... 6 Exhibit B.2-3 FAA 7110.308 Dependent Approaches Parallel Runways Spaced Less Than 2,500 feet Apart Application... 8 Exhibit B.6-1 with Present Day Separation s by Hour... 17 Exhibit B.6-2 with Present Day Separation Percentage of Total Operations ed... 18 Exhibit B.6-3 with Wake Recat s by Hour... 19 Exhibit B.6-4 with Wake Recat Percentage of Total Operations ed... 20 Exhibit B.6-5 Morning IFR then with Present Day Separation s by Hour... 21 Exhibit B.6-6 Morning IFR then with Present Day Separation Percentage of Total Operations ed... 22 Exhibit B.6-7 Morning IFR then with Wake Recat s by Hour... 23 Exhibit B.6-8 Morning IFR then with Wake Recat Percentage of Total Operations ed... 24 Exhibit B.6-9 Morning IFR then Operation with FAA JO 7110.308 s by Hour... 25 Exhibit B.6-10 Morning IFR then with FAA JO 7110.308 Percentage of Total Operations ed... 26 Table B.1-1 Existing Runway Lengths... 2 Table B.2-1 Design Day Flight Schedule Fleet Mix Summary... 7 Table B.2-2 Forecast B757 and B767 Aircraft Fleet Demand Levels.. 8 Table B.3-1 Simulation Analysis Results... 10 Table B.3-2 Simulation with Wake Recat Analysis Results... 11 Table B.4-1 Morning ifr then Simulation Analysis Results... 12 Table B.4-2 Operation Morning IFR then with Wake Recat Simulation Analysis Results... 13 Table B.4-3 Morning IFR then with FAA 7110.308 Simulation Analysis Results... 14 Table B.5-1 Weighted Average Summary with Present Day Separation... 15 Table B.5-2 Weighted Average Summary with Wake Recat.. 15 Table B.5-3 Weighted Average Summary with Wake Recat And FAA JO 7110.308... 15 AIRPORT DEVELOPMENT PLAN DRAFT FINAL Ultimate Airport Capacity & Simulation Modeling Analysis B - i
Appendix B Ultimate Airport Capacity and Simulation Modeling Analysis B.1 Introduction Evaluating the ultimate capacity of San Francisco International Airport (SFO) is necessary to understand the Airport s growth potential. In order to evaluate the ultimate capacity of the Airport, the SFO Bureau of Planning and Environmental Affairs (BPEA) tasked Landrum & Brown Inc. (L&B) with using the FAA s Airport and Airspace Simulation Model (SIMMOD) simulation software to evaluate the ultimate capacity and delays of the current runway system at SFO. In addition, various operational configurations were evaluated at increased demand levels to determine impacts on capacity and delays. Due to constraints which limit the ability for runway expansion at the Airport, future growth and success depends on new procedures and methods that increase capacity while using the existing airfield configuration. These were considered in the development of the model simulation. Exhibit B.1-1 depicts the existing runway configuration for SFO. Table B.1-1 provides the dimensions for each runway. The ultimate capacity and delay simulation analysis focuses primarily on the maximum capacity of the standard 28-1 1 runway operating configuration. In this configuration, arriving flights use Runways 28L and 28R while departing flights use Runways 1L and 1R. Alternate runway configurations were not evaluated in this analysis as the 28-1 plan and the closely related 28-28 plan are used over 95 percent of the time. Table B.1-1 Existing Runway Lengths Designation Length Width 1L-19R 7,500 200 1R-19L 8,646 200 10L-28R 11,381 200 10R-28L 11,870 200 The following sections of this report provide a description of the simulation modeling experiments including: An overview of the simulation modeling methodology and assumptions Simulated weather and operating configurations o Visual flight rules () weather conditions pilots visually navigate and maintain separation from clouds and other aircraft o Morning instrument flight rules () weather conditions visibility less than 3 statute miles and ceiling less than 1,000 feet above ground level Explanation of various simulated runway operating configurations and airspace configurations which could potentially increase runway capacity at SFO o FAA Wake Turbulence Recategorization (Wake Recat) o FAA Job Order (JO) 7110.308 1.5 nautical mile Dependent Approaches to Parallel Runways Spaced Less Than 2,500 feet Apart arrival procedures on Runways 28L and 28R Evaluation of the maximum practical capacity of the airfield The results of the simulation analyses are intended to provide SFO and airport stakeholders with a realistic assessment of the maximum theoretical capacity of the Airport. The maximum capacity assessment in this report can be used to guide the Airport in planning future flight demand levels, thereby ensuring flight schedule integrity and minimizing delays. 1 Runway operation patterns at SFO are abbreviated using the code x-y, where x represents the primary arrival runway pair and y represents the primary departure runway pair. Draft Final: September 2016 Appendix B Page 1 Draft Final: September 2016 Appendix B Page 2
B.2 Simulation Modeling Assumption and Methodology This section provides an overview of the methodology and assumptions that were used in the simulation modeling analyses. B.2.1 Runway Usage Exhibit B.1-1 Existing Airfield Configuration As stated in Section B.1, the standard 28-1 operation was the primary runway configuration simulated in this analysis. In conditions, the standard runway usage consists of two paired arrivals on Runways 28R and 28L and two departures on Runways 1L and 1R between each arrival pair. Departures that cannot use Runways 1L or 1R due to aircraft performance requirements use Runways 28L or 28R instead. Following a 2013 extension of Runway 10R-28L, the majority of long-haul international departures use this runway. In the standard 28-1 runway operation, the majority of general aviation and cargo departures use Runways 1L and 1R for departures. Exhibit B.2-1 depicts the standard 28-1 runway usage configuration which was evaluated in the simulation modeling analysis. Exhibit B.2-1 Standard 28-1 Runway Configuration Source: SFO Bureau of Planning and Environmental Affairs, SFO Airport Layout Plan, 2014; Landrum & Brown, Inc., 2016 Draft Final: September 2016 Appendix B Page 3 Draft Final: September 2016 Appendix B Page 4
B.2.2 Airfield and Terminal Enhancements Exhibit B.2-2 Forecast Flight Schedule Rolling Hour Demand Comparison The future configuration of B/A B was simulated with 18 gates, which does not account for multiple aircraft ramp system (MARS) gates in the new boarding area which will allow additional aircraft to park at some gates. Existing airline gating assignments were used, and those aircraft which currently park at B/A B were assigned to the reconfigured boarding area. B.2.3 Demand Levels Previous SIMMOD analyses conducted for the Runway Safety Area (RSA) improvement project simulated demand levels up to 1,300 daily operations, which represented a 2014 forecast demand level. During peak summer months, the Airport currently operates demand levels that occasionally exceed 1,300 daily operations. To evaluate the impacts of increased aircraft operations on the capacity of the airspace and runway system at SFO, several forecast aircraft demand levels were simulated. As part of the update to the Airport s ultimate forecast, L&B prepared forecast flight schedules for 2016, 2018, and 2021 demand levels. The simulated operations in the flight schedule are as follows: 2016 demand level 1,336 daily operations 2018 demand level 1,369 daily operations 2021 demand level 1,435 daily operations In addition to these three forecast demand levels, a 5 percent flight schedule increase of the 2021 demand level was evaluated. This demand level simulated approximately 1,504 daily operations. Military and helicopter operations which were identified in the original design day flight schedules (DDFS) were not simulated in the analysis. Exhibit B.2-2 depicts a rolling hour comparison based on 10 minute time intervals (bins) of the current day 2013 demand levels as well as the three forecast demand levels which were simulated for this analysis. The rolling hour comparison of the 2016, 2018, and 2021 demand levels indicates the following peak hour demand rates anticipated at SFO: 2016 (1,336 daily operations): 55 arrivals, 58 departures, 105 total operations 2018 (1,369 daily operations): 55 arrivals, 58 departures, 104 total operations 2021 (1,435 daily operations): 59 arrivals, 62 departures, 110 total operations The arrival, departure, and total operations peaks occur at different times of day, so the peak hour totals do not equal the sum of arrivals and departures. B.2.4 Weather Conditions Each demand level was evaluated under conditions and morning IFR then () conditions. The condition is the result of a typical weather pattern where a layer of cool marine air draws fog through the Golden Gate and down the coast of the Bay. Usually this lasts until 10:30 am when the sun begins to evaporate the fog and visibility improves. The Airport is reduced to a single arrival runway (Runway 28R) when operating under IFR conditions. With only one primary arrival runway available, Airport capacity decreases, resulting in a greater number of delays. Draft Final: September 2016 Appendix B Page 5 Draft Final: September 2016 Appendix B Page 6
B.2.5 FAA Separation Initiatives FAA Wake Recat As part of its NextGen air traffic modernization initiatives, the Federal Aviation Administration (FAA) is reevaluating aircraft wake turbulence categorizations in a program known as Wake Recat. Analysis of certain aircraft fleets has determined that existing wake turbulence separation requirements for lead-to-trail aircraft combinations may be excessive during IFR operations. Wake Recat increases runway capacity by reducing the lead-to-trail aircraft separations for various aircraft types. Table B.2-1 provides a summary of the DDFS fleet mix by Wake Recat category. Table B.2-1 Design Day Flight Schedule Fleet Mix Summary DDFS Fleet Mix (% Of Total Aircraft Operations) Wake Category Common A/C 2016 2018 2021 CAT A A380 0.4% 0.6% 0.7% CAT B B747, B777, A340 7.7% 7.9% 8.6% CAT C B767, A310, MD11 1.6% 1.4% 0.9% Table B.2-2 Forecast B757 and B767 Aircraft Fleet Demand Levels B757/B767 Operations in Forecast Flight Schedules 2016 2018 2021 B757 20 10 0 B767 21 19 13 Total Flights 41 29 13 FAA JO 7110.308 In an effort to increase arrival capacity during IFR conditions at SFO, the FAA JO 7110.308 1.5 Nautical Mile Dependent Approaches to Parallel Runways Spaced Less Than 2,500 feet Apart arrival procedure was simulated. During IFR operations, the Airport is ordinarily reduced to a single arrival runway which reduces capacity to 30-32 operations per hour. The FAA 7110.308 procedure allows ILS approaches to be operated simultaneously on Runways 28L and 28R using a staggered arrival procedure. Exhibit B.2-3 depicts the basic guidelines for the application of the FAA JO 7110.308 procedure when conducted on Runways 28L and 28R. Exhibit B.2-3 FAA 7110.308 Dependent Approaches Parallel Runways Spaced Less Than 2,500 feet Apart Application CAT D B757, B737, A320 61.5% 62.0% 62.5% CAT E CRJ2, CRJ7, E170 19.2% 20.8% 21.4% CAT F E120, E190, H25B 9.7% 7.4% 6.0% Total 100.0% 100.0% 100.0% Daily ops 1,336 1,369 1,435 Wake Recat primarily benefits the B757 and B767 aircraft fleets by allowing reduced in-trail separation requirements in IFR conditions. As proposed in Wake Recat, B757 aircraft are grouped with other narrowbody aircraft including the B737 and A320. The B767 is removed from the heavy aircraft category which contains aircraft including the B747 and B777 and placed in its own category with new in-trail separation requirements. Table B.2-2 provides a summary of the forecast B757 and B767 aircraft demand levels in the 2016, 2018, and 2021 flight schedules. The B757 is estimated to be phased out of SFO operations by the year 2021 and replaced with more efficient narrowbody aircraft such as the B737-900ER. Usage of the B767 is also expected to decline in future years, and that aircraft type will be replaced with new models such as the A350 and B787. Draft Final: September 2016 Appendix B Page 7 Draft Final: September 2016 Appendix B Page 8
The FAA JO 7110.308 arrival procedure requires the lead aircraft in a staggered pair to use the lower approach to the near end of a runway or the lower glide slope angle. Since the runway thresholds for Runways 28L and 28R are abeam each other, Runway 28L is considered the lower approach as a result of the 2.85 degree glide slope angle for instrument approaches on the runway. Narrowbody and small aircraft can always be the lead aircraft in a staggered pair. However, heavy and super heavy category aircraft are required to be the trailing aircraft to mitigate the impacts of wake turbulence on the paired aircraft. For simulation purposes, heavy and super heavy aircraft were assigned to Runway 28R. Rules dictate that arrivals can be diagonally staggered using a minimum of 1.5 nm of separation. However, given the complexity of implementing the staggered operation at SFO, this operation will most likely not achieve the 1.5 nm separation on a consistent basis during the initial implementation. It is estimated that staggered separations would range between 1.5 nm and 2.0 nm; therefore, a separation of 1.8 nm was used in the simulation. B.2.6 Statistical Evaluation Metrics The simulation analysis used the following statistical metrics in evaluating the final results of each simulation experiment: Average arrival delays Average departure delays Average overall delays Peak hour arrival delays Peak hour departure delays Weighted average delays Demand hour delay profiles for and morning IFR simulations Percentage of total operations delayed by more than 15, 30, 45, and 60 minutes The following sections of this report will discuss the statistical analysis results of the various simulation experiments. The results of the simulation analysis are used to estimate the maximum practical capacity and acceptable levels of delay for the Airport which is the primary focus of this analysis. B.3 Simulation Experiment Results and Analysis This section presents the results of the two simulation experiments, one operating under the present day separation criteria and other under the Wake Recat separation criteria. Although Wake Recat is intended primarily to reduce in-trail separations during IFR operations, this analysis simulated it in a environment to determine if any delay improvements or capacity gains could be achieved. FAA JO 7110.308 was not simulated, as this procedure affects only IFR operations. B.3.1 Present Day Separation Table B.3-1 presents a summary of some of the standard delay evaluation metrics from the simulation model. The delays in each of these categories increase when operating at higher demand levels. Table B.3-1 Simulation Analysis Results 2016 2018 2021 2021 + 5% Total Operations 1,336 1,369 1,435 1,504 Average Arrival Average Departure 5.7 6.0 8.4 9.8 5.1 4.8 6.8 8.1 Average 5.4 5.4 7.6 8.9 Peak Hour Arrival Peak Hour Departure B.3.2 Wake Recat 11.9 12.6 17.9 23 10.7 7.9 11.6 20.3 Table B.3-2 represents a summary of the simulated delay results of the Wake Recat simulation experiments operating in conditions. For comparison purposes, the delay results from the simulation experiments under present day separations are included to show the differences in delays. In general, the application of Wake Recat provides minimal delay savings under conditions. The primary reason is that lead-to-trail aircraft in-trail separations at SFO are typically larger than minimum IFR separations because departures from Runways 1L and 1R are sequenced in between arrivals on Runways 28L and 28R. A previous analysis of SFO radar data indicates that in conditions, the minimum in-trail separation between narrowbody arrival pairs is approximately 3.8 nm, which is considered the minimum required to sequence departures from Runways 1L and 1R in between arrivals. Due to the dependent nature of arrivals and departures at SFO, Wake Recat may only yield minimal benefits in delay reductions and capacity gains. In general, Wake Recat would not provide significant benefit to SFO under operating conditions. Draft Final: September 2016 Appendix B Page 9 Draft Final: September 2016 Appendix B Page 10
Table B.3-2 Simulation with Wake Recat Analysis Results Total Operations Average Arrival Average Departure 2016 2016 Recat 2018 2018 Recat 2021 2021 Recat 2021 + 5% 1,336 1,369 1,435 1,504 2021 + 5% Recat 5.7 5.5 6.0 5.9 8.4 8.2 11.6 9.8 5.1 5.9 4.8 5.1 6.8 6.4 8.4 8.1 Average 5.4 5.7 5.4 5.5 7.6 7.3 10.0 8.9 Peak Hour Arrival Peak Hour Departure 11.9 9.4 12.6 13.7 17.9 16.1 22.4 23.0 10.7 12.4 7.9 9.6 11.6 14.6 19.2 20.3 B.4 Morning IFR then Simulation Experiment Results and Analysis This section presents the results of the morning IFR then () simulation experiments. This weather pattern was simulated using each of the four demand levels and both of the FAA air traffic procedure improvements. B.4.1 Present Day Separation The morning IFR period typically occurs during the morning peak arrival push and ends around 10:30 am. With present day separation requirements, the Airport is reduced to a single arrival runway during the morning IFR period, which reduces arrival capacity to approximately 30-32 operations per hour. For simulation purposes, dual departures on Runways 1L and 1R were sequenced between the single arrival stream on Runway 28R. When the morning IFR period ends, simultaneous paired arrivals commence on Runways 28L and 28R. Table B.4-1 presents a comparison of the simulated delay results for the four demand levels of the modeling experiments. Increased demand levels when operating in IFR conditions result in significantly higher delays, particularly for arrivals. Late arrivals typically shift the peak departure banks to the mid to late afternoon periods, overlapping with the peak international departure push and thereby resulting in higher than normal departure delays. Table B.4-1 Morning IFR then Simulation Analysis Results 2016 2018 2021 2021 + 5% Total Operations 1,336 1,369 1,435 1,504 Average Arrival 23.8 31.9 36.4 49.8 Average Departure 10.6 11.8 16.1 18.2 Average 17.2 21.8 26.3 34.1 Peak Hour Arrival 66.4 78.3 86.1 103.5 Peak Hour Departure 24.4 37.5 55.6 47.6 B.4.2 Wake Recat Table B.4-2 presents a summary of the simulated delay results of the Wake Recat simulation experiments operating in morning IFR then conditions. For comparison purposes, the delay results from the simulation experiments under present day separations is included to show the differences in delays between the various experiments. Draft Final: September 2016 Appendix B Page 11 Draft Final: September 2016 Appendix B Page 12
Under Wake Recat separation criteria, significant gains are achieved with B757 and B767 aircraft, resulting in noticeable arrival delay improvements. However, reduced arrival in-trail separation results in fewer gaps for departures on intersecting Runways 1L and 1R, thus resulting in higher departure delays. Table B.4-2 Operation Morning IFR then with Wake Recat Simulation Analysis Results Total Operations Average Arrival Average Departure 2016 2016 Recat 2018 2018 Recat 2021 2021 Recat 2021 + 5% 2021+ 5% Recat 1,336 1,369 1,435 1,504 23.8 22.3 31.9 29.7 36.4 34.6 49.8 44.0 10.6 7.8 11.8 9.4 16.1 16.3 18.2 19.3 Average 17.2 15.0 21.8 19.5 26.3 25.4 34.1 31.7 Peak Hour Arrival Peak Hour Departure B.4.3 FAA JO 7110.308 66.4 62.2 78.3 76.6 86.1 76.2 103.5 96.0 24.4 21.9 37.5 29.0 55.6 40.0 47.6 52.5 Table B.4-3 presents a summary of the simulated delay results of the morning IFR then conditions using the FAA JO 7110.308 procedure. For comparison purposes, the delay results from the simulation experiments under existing separations is included to show the differences in delays between the various experiments. The simulation results show a significant delay savings at each of the demand levels when operating the FAA JO 7110.308 stagger arrival procedures. The ability to operate two arrival runways during morning IFR conditions increases arrival capacity and reduces delays. In addition, implementation of FAA 7110.308 improves the recovery and transition back to a operation because the procedure reduces extended delays that typically occur under existing morning IFR conditions. Table B.4-3 Morning IFR then with FAA 7110.308 Simulation Analysis Results 2016 2016 2018 2018 2021 2021 2021 + 5% 2021 + 5% 7110.308 7110.308 7110.308 7110.308 Total Operations 1,336 1,369 1,435 1,504 Average Arrival Average Departure 23.8 13.4 31.9 18.8 36.4 24.3 49.8 30.5 10.6 7.3 11.8 7.0 16.1 10.9 18.2 14.5 Average 17.2 10.3 21.8 12.9 26.3 17.6 34.1 22.5 Peak Hour Arrival Peak Hour Departure 66.4 42.3 78.3 46.4 86.1 66.9 103.5 77.5 24.4 21.7 37.5 18.4 55.6 25.2 47.6 29.8 B.5 Annualized Weighted Simulation Results Weighted average delays were computed using the results of the and morning IFR then () simulation results for each of the four simulated demand levels. The delay results in each statistical category were multiplied by the annual estimated percentage in which the Airport operates in each weather condition (approximately 60%, 40% ). Annualizing delays provides a more realistic estimate of the expected delays on an annual basis versus using the statistical results from individual operating conditions ( or morning IFR then ). Table B.5-1, Table B.5-2, and Table B.5-3 summarize the weighted arrival, departure, and average overall delays based on the and morning IFR simulation results for the present day, Wake Recat, and JO 7110.308 separation standards, respectively. When compared with the present day and Wake Recat separation simulations, operating the FAA JO 7110.308 provides noticeable delay reductions as well as increased capacity in the morning IFR period. Draft Final: September 2016 Appendix B Page 13 Draft Final: September 2016 Appendix B Page 14
Table B.5-1 Weighted Average Summary with Present Day Separation 2016 2018 2021 2021 + 5% Total Operations 1,336 1,369 1,435 1,504 Average Arrival Average Departure 12.9 16.4 19.6 26.9 7.3 7.6 10.5 12.3 Average 10.1 12.0 15.1 19.6 Table B.5-2 Weighted Average Summary with Wake Recat 2016 2018 2021 2021 + 5% Total Operations 1,336 1,369 1,435 1,504 Average Arrival Average Departure 12.2 15.4 18.8 23.5 6.7 6.8 10.4 12.6 Average 9.4 11.1 14.5 18.0 Table B.5-3 Weighted Average Summary with Wake Recat and FAA JO 7110.308 2016 2018 2021 2021 + 5% Total Operations 1,336 1,369 1,435 1,504 Average Arrival Average Departure 8.7 11.1 14.6 18.1 6.5 5.9 8.2 10.7 Average 7.5 8.5 11.4 14.3 B.6 Maximum Practical Capacity Analysis The airfield/airspace simulation analysis considered not only the maximum theoretical capacity of the existing SFO airfield, but also its maximum practical capacity. Maintaining airline schedule integrity is the primary operational goal of defining maximum practical airfield capacity. While delays during certain peak periods in certain IFR operating conditions or runway uses is expected, high peak hour delays should dissipate in the hours following to avoid excessive cancellations and missed connections. Extended delays throughout the day during predominant operating conditions are not acceptable. Therefore, (1) average daily delay levels, (2) delays in each hour of the day, and (3) percentage of flights delayed were all considered in defining the maximum practical capacity. From the maximum practical capacity analysis, a daily operations level was defined which was used to develop the constrained schedule. Based on the simulation modeling, the existing Airport runway system has a maximum practical capacity between 1,400 and 1,425 daily operations. Certain NextGen procedures could potentially allow for additional throughput with similar or lower aircraft delays. Wake Recat may provide an estimated increase of approximately 20 daily operations. Implementation of the FAA JO 7110.308 procedure could reduce overall delays and increase arrival capacity during morning IFR periods, allowing for an additional 30 operations over the already increased throughput enabled by Wake Recat. The following analysis assumes a design day capacity of 1,475 daily operations. According to the unconstrained operations forecast, the Airport is anticipated to reach this demand level between the years 2021 and 2026. The maximum practical capacity of an airport is the maximum demand an airport can sustain while maintaining an acceptable level of service. The acceptable level of service can vary between airports and is custom defined for each airport. In this analysis, the following metrics were considered at different demand levels to evaluate the level of service: Maximum peak hour arrival and departure delays Time it takes for peak hourly delays to dissipate and return to lower acceptable delay levels Airline operations delayed by more than 15, 30, 45, and 60 minutes Maintaining airline schedule integrity The four demand levels that were modeled were used in this analysis 2016, 2018, 2021, and 2021 +5 percent. In this section, each demand level is referred to by its number of daily operations: 1,336, 1,369, 1,435, and 1,504, respectively. At each demand level, both all-day and morning IFR then conditions were modeled. No flight cancellations were taken into account in the morning IFR then simulation experiments and the full flight schedule was operated. In reality, the airlines would cancel some flights to avoid both excessive delays and schedule degradation during inclement weather. For each demand level, weather condition, and separation procedure combination, an analysis was conducted based on two delay metrics: hours: The number of hours spent with average arrival or departure days exceeding either 15 minutes () or 30-60 minutes (morning IFR then ) Percentage of total operations delayed: The proportion of flights delayed by more than 15 minutes Draft Final: September 2016 Appendix B Page 15 Draft Final: September 2016 Appendix B Page 16
B.6.1 with Present Day Separation Exhibit B.6-2 with Present Day Separation Percentage of Total Operations ed Exhibit B.6-1 depicts the simulated hourly delays for the experiments using present day separation criteria. The figure presents both arrival and departure delays for each of the four simulated demand levels. Peak hour delays in excess of 15 minutes do not typically span more than two hours at any given time for arrivals when operating at demand levels between 1,435 and 1,504 daily operations. Average departure delays remain below the 15 minute threshold for all demand levels except the 1,504 demand level; however, the delay dissipates within one hour. Exhibit B.6-1 with Present Day Separation s by Hour Exhibit B.6-2 depicts the percentage of total operations delayed for each of the four simulated demand levels. At each demand level, a small percentage of flights experience average delays in excess of 15 minutes. When demand levels increase, a larger percentage of flights will experience these higher average delays. Draft Final: September 2016 Appendix B Page 17 Draft Final: September 2016 Appendix B Page 18
B.6.2 with Wake Recat Exhibit B.6-4 with Wake Recat Percentage of Total Operations ed Exhibit B.6-3 depicts the simulated hourly delays for the 28-1 experiment with the Wake Recat separation criteria. Application of the Wake Recat separation criteria provides some overall average peak hour delay reduction in comparison to present day separation criteria (Exhibit B.6.1). Exhibit B.6-3 with Wake Recat s by Hour Exhibit B.6-4 depicts the percentage of total operations delayed for each of the four simulated demand levels in conditions and with Wake Recat separation criteria applied. s when using Wake Recat are slightly lower for arrivals and departures when compared with present day separation criteria (Exhibit B.6-2). Draft Final: September 2016 Appendix B Page 19 Draft Final: September 2016 Appendix B Page 20
B.6.3 Morning IFR then with Present Day Separation Exhibit B.6-5 depicts the simulated demand hour delays for the morning IFR then weather condition under present day separation criteria. The morning IFR then experiments were evaluated based on peak delays in excess of 30 minutes and 60 minutes for arrivals and departures, respectively. In each of the four demand levels, the capacity limitations during morning IFR conditions caused cascading arrival delays in excess of 1.5 to 7.0 hours. These cascading delays would degrade airline schedule integrity and result in excessive delays or cancelled flights. Exhibit B.6-6 Morning IFR then with Present Day Separation Percentage of Total Operations ed As a result of the delayed arrivals during the morning IFR period, the corresponding departure flights for those aircraft would be shifted into the early afternoon/evening period, overlapping with the peak international departure push. This higher departure demand yields higher delays and longer periods of cascading delays. Exhibit B.6-5 Morning IFR then with Present Day Separation s by Hour Exhibit B.6-6 depicts the percentage of total operations delayed for each of the four simulated demand levels in morning IFR then conditions under current day separation criteria. Exhibit B.6-6 depicts the impact of cascading arrival and departure delays and the resulting higher percentage of aircraft delayed more than 15 minutes. Draft Final: September 2016 Appendix B Page 21 Draft Final: September 2016 Appendix B Page 22
B.6.4 Morning IFR then with Wake Recat Exhibit B.6-8 Morning IFR then with Wake Recat Percentage of Total Operations ed Exhibit B.6-7 depicts the simulated demand hour delays for the morning IFR then weather condition with the application of Wake Recat separation criteria. When compared to the simulation using present day separation criteria (presented in Exhibit B.6-7), Wake Recat slightly reduced arrival delays. Cascading delays in excess of 30 minutes for departures are reduced in all demand levels when compared with present day separation criteria. Exhibit B.6-7 Morning IFR then with Wake Recat s by Hour Exhibit B.6-8 depicts the percentage of total operations delayed for each of the four demand levels in morning IFR then conditions with the application of Wake Recat separation criteria. The application of Wake Recat provides some delay benefits; however, the results did not indicate significant delay reductions. Draft Final: September 2016 Appendix B Page 23 Draft Final: September 2016 Appendix B Page 24
B.6.5 Morning IFR then with FAA JO 7110.308 Exhibit B.6-10 Morning IFR then with FAA JO 7110.308 Percentage of Total Operations ed Exhibit B.6-9 depicts the simulated demand hour delays for the morning IFR then weather condition with the application of the FAA JO 7110.308 arrival procedure. The ability to operate two ILS approaches with staggered arrivals on Runways 28L and 28R during IFR conditions reduces arrival delays and increases throughput. As a result, the application of this procedure provides significant peak arrival and departure delay improvements when compared to the present day and Wake Recat separation criteria. Because arrival delays do not build as significantly during the morning IFR period, corresponding departing flights are not shifted into the early afternoon period and so there is no overlap with the international departure push. This scenario results in lower peak departure delays when the airport transitions back to a operation. Exhibit B.6-9 Morning IFR then Operation with FAA JO 7110.308 s by Hour Exhibit B.6-10 depicts the percentage of total operations delayed for each of the four demand levels in morning IFR then conditions with the application of the FAA JO 7110.308 arrival procedure. The procedure provides significant delay reduction benefits and reduces the percentage of total operations delayed 15 minutes or more. Draft Final: September 2016 Appendix B Page 25 Draft Final: September 2016 Appendix B Page 26
B.7 Conclusion The ultimate capacity and delay simulation modeling analysis provides the Airport and the airlines with guidance for determining the maximum practical capacity of the existing runway system when operating at higher demand levels. The results of the simulation analysis indicate that the maximum practical capacity for the Airport is 1,475 daily operations. It is estimated that the Airport operates in conditions 60 percent of the time and IFR conditions 40 percent of the time annually. With such a high percentage of IFR operating conditions on an annual basis, increasing capacity and reducing delays is imperative to reaching the maximum practical capacity of the existing runway system at the Airport. Key NextGen airspace improvements, especially the FAA JO 7110.308 arrival procedure, would need to be implemented to reduce the average arrival delays during morning IFR periods, which will increase capacity of the Airfield to its maximum practical capacity. Key findings from the simulation modeling analysis include: The application of the FAA JO 7110.308 arrival procedure during morning IFR periods significantly reduces delays so that they do not cascade past when the Airport transitions back to a operation. Wake Recat separation criteria provides some benefit in IFR conditions for reduction of delays. However, due to the dependent nature of the arrival and departure operation and the increased arrival separation required to sequence departing flights, Wake Recat does not provide significant gains in capacity and delay reductions. Draft Final: September 2016 Appendix B Page 27