The post-development conditions include two scenarios:
Without Control
- The original subcatchment (NasHyd) is divided into two equal parts.
- One half remains modelled as a NasHyd command, while the other half is represented using a StandHyd command to account for new development.
- StandHyd parameters for the developed area:
| NHYD | NAME | AREA [ha] | TIMP | CNII | XIMP | IA [mm] | SLPP [%] | Soil Texture | LGP [m] | MNP | Total Porosity | Field Capacity | DPSI [mm] | Wilting Point | SLPI [%] | Saturated K [mm/day] |
| 3 | StandHyd – 3 | 14 | 0.65 | 70 | 0.45 | 5 | 2 | ClayLoam | 40 | 0.25 | 0.464 | 0.31 | 1 | 0.187 | 1 | 24.348 |
With Control
- In this scenario, an additional StandHyd command is added to represent the roof area of the new development.
- A RouteReservoir is introduced after the StandHyd command.
- The original StandHyd area is reduced to 12.25 ha, with the new StandHyd representing the roof area (1.75 ha). Parameters for the roof area StandHyd are:
| NHYD | NAME | AREA [ha] | TIMP | CNII | XIMP | IA [mm] | SLPP [%] | Soil Texture | LGP [m] | MNP | Total Porosity | SCP [hr] | Field Capacity | Wilting Point | SLPI [%] | Saturated K [mm/day] |
| 5 | StandHyd – 5 | 1.75 | 0.99 | 70 | 0.99 | 5 | 2 | ClayLoam | 40 | 0.25 | 0.464 | 0 | 0.31 | 0.187 | 1 | 24.348 |



