Understand the next constraint.

Evidence & connection status

Replay uses the selected departure subset; the complete collected daily schedule is available below. Arrival rotations and exact stand assignments are simulated; historical stand observations are unavailable.

Full-day DDFS · 366 arrivals + 358 departures · Download DDFS CSV · Capture dates, counts and sources

RET, navigation aids & obstacle surfaces

LOC, GP, ILS DME and BIA DVOR/DME coordinates come from AAI AD 2.19. Fixture shapes and heights are schematic. RETs A5-A8 and H4-H7 follow mapped paths; the eastbound simulation selects A6/H5 for B/C and A5/H4 for E. AAI published procedures and aid coordinates.

OLS colours: blue approach, amber take-off climb, violet transitional, green combined inner horizontal, coral extended conical. Preset: Indian Schedule II (2015), Code 4 instrument runway: 300 m approach inner edge; 60 m offset; 15% divergence; 3,000 m at 2%, 3,600 m at 2.5%, 8,400 m horizontal. Take-off: 180 m inner edge, 12.5% divergence to 1,200 m; 15 km at 2%. Inner horizontal: 4 km around combined runway ends at 45 m; transitional 1:7; extended conical 5% to 300 m.

Flat common datum study, not surveyed AMSL. This historical preset is not a validated current BLR safeguarding model. Terrain, threshold elevation differences, OFZ, outer horizontal, adjoining airports, PANS-OPS and CNS protection are not included. Government reference, Schedule II pages 71-74.

Enter a test object to compare against the lowest modelled surface. This does not assess real-world obstacle clearance.

T2 expansion & landside study

Teal: south processor extension, two links and southern concourse; 10 illustrative future gates F01–F10, an expanded 1,100 × 320 m apron and dual 23 m-wide proposed taxi lanes P2-A/P2-B at 80 m centre spacing. All dimensions and end connections are study assumptions, not approved clearances. These are study dimensions estimated against existing T2. Future gates are excluded from DDFS allocations. The fourth image supplies road topology only; its terminal and cargo proposals are not adopted. Road levels +6 m / −5 m are assumptions, and the road study overlays the mapped existing network.

Eastern cross-field taxiways P / Q

The two mapped eastern connectors join the north and south taxiway systems. Pavement width is 23 m from the AAI aerodrome chart; outer strip extent follows an approximate map tag. Use the Cross-field viewpoint to inspect both links and their network connections. Coloured inspection traces are not pavement markings. The western elevated pair (WCT) is modelled separately below.

AAI aerodrome chart

Dual parallel taxiway ring · WCT

Loading the ring and elevated cross-field model…

Human-centred connection intelligence · v0.14

Plan connection allowances for walking pace, assistance handovers, baggage deadlines, terminal changes and disruption. Compare arrival and departure banks and directional shuttle capacity. SQ flights are allocated to T2 by user instruction.

Open connection and wave-bank planner ↗ · Passenger demand heat map ↗

Source library & imported modules

Additional references: Esri Wayback imagery · NASA Worldview · SOM T2 design reference · Reviewed map / plan / imagery register. Viewer access does not imply permission to redistribute imagery; no new satellite texture has been imported. Current approved Phase 2 drawings remain unavailable.

Original AeroNOVA TIA console · demo reference ↗ · Original BARDI July 2026 ↗ · BIARDI / DDFS planning engine ↗

TIA Observe → Detect → Predict → Compare → Operator decision is connected to this replay. Original console sample flights, risk scores and named owners are not observations. BIARDI supplies route geography; its demand forecasts remain planning assumptions.

Predictive watchlist

Rule-based model forecasts; not detected live airport incidents. Select an alert to inspect its flight.

Intervention comparison

Operator decision log