Is surface flooding decreasing?
Check depth, peak timing and how long the area remains flooded.
A reference for understanding local flood reduction, receiving capacity and the role of storage when assessing water discharge options.
Water removed from one area enters a receiving area. Assess both locations throughout the event, including after rainfall has subsided.
Check depth, peak timing and how long the area remains flooded.
Consider drainage blockage, pump capacity, available water and the receiving river level.
Check inflow, depth and trends at the receiving station and stations further downstream.
| Condition | What can happen in the model | What to compare |
|---|---|---|
| Receiving river remains low | Gravity and pumps can reduce local storage, subject to capacity and head differences. | Local surface flooding against increases in the receiving river level. |
| Receiving river rises | Gravity discharge can decrease. The model can derate delivered pump flow as downstream head increases. | Delivered pump flow, river trends and remaining local surface flooding. |
| Rainfall across several areas | Flows can converge at S03 and increase loading at S04 even while one area starts to drain. | Peak timing at all stations and effects on other areas, as well as the source. |
A catchment is the area contributing rainfall runoff towards an outlet. A detention pond provides water storage. They serve different purposes.
In a network incorporating a pond, part of the flow could enter storage through verified connections.
Available storage can spread discharge over time. A full pond has limited room for additional water.
Controlled releases must account for receiving levels, outlet capacity and overflow routes.
The built-in reference case disables all pumps. To assess a single pump, change that pump while keeping the others fixed. The website does not automatically identify a “safest option”.
| Assessment question | Evidence to look for |
|---|---|
| Where does the water come from and go? | An identified source area, gravity/pump route and receiving river. |
| Do local conditions improve? | Reduced flooding across the event, rather than at only one point in time. |
| Is the risk being transferred? | Changes in downstream peak levels and timing, together with flooding in other areas. |
| What is needed before operational use? | Levels measured against a common datum, drainage connections and dimensions, pump curves, pond capacity and rainfall/level data. Calibrate and validate the model with the technical teams. |
See the POC example datasets for river, drainage, pump, pond and catchment data preparation.
Review the pilot scope, existing sensors, data requirements and example datasets in the POC implementation guide.