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The work evaluates how noise abatement alternatives affect airport operational performance in 2028, framed against Future (2028) Baseline operating conditions. Modeling outputs quantify delays, travel time, and aircraft separation metrics, supported by assumptions for runway configuration, taxi flows, airspace structure, and baseline and alternative results across north and south flow conditions.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/appendix-h-simulations-analysis-charlotte-douglas-international-airport/268061/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/appendix-h-simulations-analysis-charlotte-douglas-international-airport/268061.png","ImageObject",300,407,{"name":92,"@type":93},"Putri","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-11-03","2026-09-14",true,{"@type":102,"interactionType":103,"userInteractionCount":46},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What simulation model and evaluation approach does Appendix H use?","Question",{"text":112,"@type":113},"The appendix uses the AirTOP air traffic optimization model, a rule-based fast-time simulation tool. It computes aircraft travel times and delay statistics that serve as evaluation metrics for comparing simulated alternatives.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What is the study timeframe and baseline scenario for the simulations?",{"text":117,"@type":113},"The simulations focus on airport operations in 2028, representing the first full year after the new fourth parallel runway opens. Results are compared against Future (2028) Baseline operating conditions.",{"name":119,"@type":110,"acceptedAnswer":120},"Which operational areas are covered by the baseline operating assumptions?",{"text":121,"@type":113},"Baseline assumptions include runway configuration, runway operating configurations, airfield taxi flows, aircraft separations, and airspace structure. The appendix also incorporates terminal area taxiway improvements and added gate capacity.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},268061,1789428057,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":46,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":139,"language":140,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":67,"update_tm":129,"read_time":144,"preview_page_count":4},962085571259,"https://ap-avatar.wpscdn.com/davatar_29158cc5080c5b710cf443261637dec0","Appendix H, Simulations Analysis  \nCharlotte Douglas International Airport  \nDRAFT – August 2024  \nPREPARED FOR  \nCharlotte Douglas International Airport  \nTable of Contents Page  \nAppendix H, Simulations Analysis H-1  \nH.1 Introduction H-1  \nH.2 Design Day Flight Schedule H-1  \nH.3 Future (2028) Baseline Operating Assumptions H-2  \nH.3.1 Runway Configuration H-2  \nH.3.2 Runway Operating Configurations H-4  \nH.3.3 Airfield Taxi Flows H-5  \nH.3.4 Aircraft Separations H-5  \nH.3.5 Airspace Structure H-6  \nH.4 Future (2028) Baseline Modeling Results H-8  \nH.5 Part 150 Noise Abatement Alternatives H-8  \nH.5.1 Diverging Headings Alternatives H-8  \nH.5.2 Alternative NA-D-7 H-13  \nList of Tables  \nPage  \nTable H-1, Fleet Mix By Flight Type 1  \nTable H-2, Fleet Mix By Design Group 1  \nTable H-3, Runway Configuration Usage 4  \nTable H-4, Simulated Aircraft Separations 5  \nTable H-5, Future (2028) Baseline Results 8  \nTable H-6, Departure Aircraft Minimum Separations 10  \nTable H-7, Future (2028) Baseline And Diverging Heading Alternatives North Flow Capacity Results 10  \nTable H-8, Future (2028) Baseline And Diverging Heading Alternatives North Flow Taxi Time And Delay Results 11  \nTable H-9, Future (2028) Baseline And Diverging Heading Alternatives South Flow Capacity Results 12  \nTable H-10, Future (2028) Baseline And Diverging Heading Alternatives South Flow Taxi Time And Delay Results 12  \nTable H-11, Future (2028) Baseline And Na-D-7 Vmc Results 15  \nList Of Exhibits Page  \nExhibit H-1, Future Airport Layout 3  \nExhibit H-2, Future (2028) Baseline Runway Configuration 4  \nExhibit H-3, Future (2028) Baseline Taxi Routes 5  \nExhibit H-4, Future (2028) Baseline North Flow Arrival Route Structure 6  \nExhibit H-5, Future (2028) Baseline South Flow Arrival Route Structure 6  \nExhibit H-6, Future (2028) Baseline North Flow Departure Route Structure 7  \nExhibit H-7, Future (2028) Baseline South Flow Departure Route Structure 7  \nExhibit H-8, Diverging Headings Alternatives 9  \nExhibit H-9, NA-D-7 Runway Configuration 13  \nExhibit H-10, NA-D-7 Taxi Routes 14  \nAppendix H , Simulations Analysis  \nH.1 Introduction  \nAs part of the Charlotte Douglas International Airport (CLT) Part 150 Study, Landrum & Brown (L&B) conducted a simulation modeling analysis of select alternatives using the Air Traffic Optimization (AirTOP) model, a rule-based, fast-time simulation tool. AirTOP computes aircraft travel times and delay statistics which are used as evaluation metrics to determine differences between various simulated alternatives.  \nThe simulation study focuses on airport operations in 2028, the first full year of operations after the opening of the new fourth parallel runway. The aim of the simulations was to quantify the operational impact of the noise abatement alternatives compared to the Future (2028) Baseline operating conditions (see Appendix E, Noise Abatement Alternatives, for more information) .  \nH.2 Design Day Flight Schedule  \nThe design day flight schedule forecasts 1,860 daily operations at CLT. 1 The design day represents operations on an average day in the peak month (PMAD) . The use of a PMAD schedule instead of an average annual day for airside simulation modeling is a standard planning practice as discussed in Federal Aviation Administration (FAA) Advisory Circular (AC) 150/5060-6B, Airport Master Plans. The use of PMAD activity ensures that the airside has adequate capacity to accommodate activity most days of the year without overbuilding for the busiest days of the year. Table H-1 and Table H- 2 provides a summary of the aircraft fleet mix by flight type and FAA Airplane Design Group (ADG) .  \nTable H-1, Fleet Mix by Flight Type  \n\n| Flight Type | 2028 |  |\n| --- | --- | --- |\n|  | Design Day Operations | % of Design Day Operations |\n| Passenger | 1 ,760 | 95% |\n| General Aviation | 84 | 5% |\n| Cargo | 14 | 1% |\n| Military | 2 | 0% |\n| Total | 1,860 | 100% |\n\nSource: Landrum & Brown analysis, 2020  \nTable H-2, Fleet Mix by Des","cbCaimsqIXG4BTJn","https://ap.wps.com/l/cbCaimsqIXG4BTJn","pdf",3200306,18,"English","# Appendix H, Simulations Analysis\n## H.1 Introduction\n## H.2 Design Day Flight Schedule\n## H.3 Future (2028) Baseline Operating Assumptions\n## H.4 Future (2028) Baseline Modeling Results\n## H.5 Part 150 Noise Abatement Alternatives\n## List of Tables\n## List Of Exhibits","[{\"question\":\"What simulation model and evaluation approach does Appendix H use?\",\"answer\":\"The appendix uses the AirTOP air traffic optimization model, a rule-based fast-time simulation tool. It computes aircraft travel times and delay statistics that serve as evaluation metrics for comparing simulated alternatives.\"},{\"question\":\"What is the study timeframe and baseline scenario for the simulations?\",\"answer\":\"The simulations focus on airport operations in 2028, representing the first full year after the new fourth parallel runway opens. Results are compared against Future (2028) Baseline operating conditions.\"},{\"question\":\"Which operational areas are covered by the baseline operating assumptions?\",\"answer\":\"Baseline assumptions include runway configuration, runway operating configurations, airfield taxi flows, aircraft separations, and airspace structure. The appendix also incorporates terminal area taxiway improvements and added gate capacity.\"}]","Appendix H - Simulations Analysis - Charlotte Douglas International Airport | PDF",45]