Campus360

Miami-Dade WASD | Collection System Operations Center

Scope: North District › Basin ND-01 › Sub-basin ND-01A › Trunk T-1 (interceptor) › Section MH-101 → MH-102 › Rain gauge RG-01

I&I

Rain-derived inflow and infiltration by basin, with the live sensor network.

Basin attribution model

Same storm, three candidate basins, ranked by GPDIM (structural density of failure), not raw volume.

Illustrative data
Post-rehab verification (RDII reduction)0%
GPDIM ranking
GPDIM = attributed gallons / (sewer miles × avg diameter in × day). NAPOT compared against the 10 h/day capacity-certification limit. Select a row to inspect its hydrograph.
#BasinRDII volumeInflow shareGPDIMNAPOT dry → stormSignature
1

16 mi · 9 in avg

3.11 MG16%7,1925.1 → 14.8 h
Saline infiltration · SLR exposure
2

8 mi · 12 in avg · FOG restriction

1.27 MG24%4,4074.8 → 8.8 h
Infiltration · groundwater
3

24 mi · 9 in avg

1.90 MG27%2,9315.3 → 11.2 h
Infiltration · groundwater
Hydrograph decomposition · Candidate Basin A · Coastal tidal
Inflow spikes within the hour of rain; infiltration lags and persists for days. A dry-weather rise with no rain is the restriction (FOG) signature.
Salinity tracer
Four-electrode conductivity on the arriving flow. A rise on the infiltration tail means saline groundwater, which is a sea-level-rise exposure rather than a maintenance backlog.
Peak conductivity
3,355 µS/cm
Saline intrusion
Detected
Inflow gallons
492k gal
Infiltration gallons
2.62 MG

Live reference network · SI MCP

The same instrument classes and attribution math, read live from Senzary deployments that already run them.

Live
Lift-station wet wells · Reference utility · 20-station island collection system
Live wet-well geometry and alarm thresholds turn a level reading into arrival flow: Q = ΔV/Δt, with ΔV = rise × gallons per cm. Surge headroom is the storage between the high and high-high alarms.
Level channel
Submersible hydrostatic transducer, the wet-well instrument class specified for WASD stations.
Pump mechanical health · Reference industrial site
Vibration separates a mechanical fault from hydraulic loading, so a rising NAPOT is not blamed on I&I when the pump is the problem.