Approach and Outcomes
WMS revised the MIKE FLOOD model developed as part of the flood study to resolve model stability issues. Peak discharges at the locations of the proposed basins were extracted from the revised model and used as inflows into an XP-RAFTS model used for the preliminary basin sizing. It was found that the required basin volume at one of the proposed locations could not be achieved within the constraints of the nominated site and that there were numerous associated risks with the location that made the site unfeasible. The implementation of a retention basin at the other location showed a significant reduction in peak flows downstream. The impacts of this basin were assessed by incorporating the design footprint into a developed scenario MIKE FLOOD model. The modelling results were also used to provide the relevant information for the design of the spillway and low flow outlet.