Flash Flood Runoff & Hydrograph Planner
Ground-tested hydrological modeling using SCS-CN runoff mechanics and dimensionless unit hydrographs. Predict discharge spikes, culvert bankfull breaches, and flash flood emergence from intense rain bands.
SCS-CN Runoff Mechanics
The Soil Conservation Service (NRCS) method computes excess runoff ($Q$) by deriving initial abstraction ($I_a = 0.2S$) and potential retention $S = (1000/CN) - 10$. Saturated clay soils with $CN \ge 84$ resist infiltration, accelerating surface flow.
Dimensionless Unit Hydrographs
Peak discharge time relates directly to catchment time of concentration: $T_p = \frac{\Delta D}{2} + 0.6T_c$. Hyetograph rainfall increments are convolved with the synthetic catchment response curve to reveal true peak arrival timings.
Flash Flood Emergency Thresholds
Whenever discharge spikes beyond bankfull culvert capacity, water spreads laterally into low-lying roads and structures. Lead time quantifies the emergency response window before the bank crests.