Environment · Simulator 087
When rain falls on a catchment, some soaks in and some runs off into streams. Change the size of the storm and what covers the land, from forest to car parks. Compare how much water runs off and how high and how fast the stream peaks, and see why building over fields raises flood risk.
The SCS curve number method (USDA) sums up land cover and soil in one number CN from 0 to 100. It sets the maximum retention S = 25400/CN − 254 mm and an initial abstraction I_a = 0.2 S (rain caught by leaves, puddles and the first soaking). Runoff depth for a storm of P mm is
Q = (P − I_a)² / (P − I_a + S) for P > I_a, otherwise 0
The left chart shows this runoff curve for both land covers: forest soaks up most storms, while paving sheds almost everything.
To turn runoff depth into stream flow, the model spreads each tenth of an hour's runoff over a triangular unit hydrograph. It peaks at t_p = Δt/2 + 0.6 T_c, where T_c is the time of concentration (how long water takes to travel from the far edge of the catchment), with peak flow q_p = 0.208 A / t_p m³/s per mm of runoff (A in km², t_p in hours). Smooth paved surfaces and drains shorten T_c, so the same runoff arrives faster and peaks higher.
Simplified: uniform rain over the storm duration, one soil type (hydrologic group B), no baseflow, channel storage or snowmelt, and curve numbers taken from standard tables. The curve number method is meant for design storms, not detailed forecasts.
A 30 mm storm falls on land with CN = 80. Will there be any runoff? How large a storm is needed before any runoff starts?
S = 25400/80 − 254 = 63.5 mm and I_a = 0.2 × 63.5 = 12.7 mm. Since 30 > 12.7, Q = (17.3)² / (17.3 + 63.5) ≈ 3.7 mm runs off. Runoff starts once the storm exceeds I_a = 12.7 mm.