Client: Inticus

Project Summary:

This project assessed of the proposed wetland / retarding basin at Hull Road, Lilydale, and in particular, break risks associated with the proposed dam wall. It covers the hydrology, and hydraulic analysis of the system, and includes a consequence assessment as per the ANCOLD guidelines.

The raingarden / retarding basin site is located west of Hull Rd, approximately 3 km south of the Lillydale township. The asset is to provide treatment and retardation for the stormwater runoff generated from the urbanisation from the upstream catchment.

Project Outcome:

Several important points emerged from the range of modelling scenarios run. In terms of dam hydraulics, the modelling found that:

  • The site and surrounding areas are exposed to existing flood risk
  • The proposed retarding basin was able to alleviate overall flood risk, and particularly to lots along the main road
  • Pipe blockages did not worsen the flood risk in major events because the basin is able to hold the 1% AEP volume
  • Assuming that the dam break trigger occurs when water levels reach the spillway weir, the modelling found that no break is likely in the dam until rarer storm events (< 0.1% AEP)
  • Fall-back Flood Capacity for the spillway was a means of providing additional risk protection against an overtopping failure. A Fall-back spillway design of between 0.01% and 0.001% should be considered for the Basin.

Key Features and Innovations:

  • Understanding the dam’s behaviour in various storm events
  • Impact to existing downstream properties and how to manage this safely