Downstream geomorphic impacts of large dams: the case of Glenbawn Dam,NSW

Downstream hydrologic effects since the closure of Glenbawn Dam, a large dual-purpose storage for water conservation and flood mitigation, include: (i) a reduction in mean annual runoff of about 21 × 10⁶ m³; (ii) a change in the probability distribution of mean daily flows involving a truncation of flows >;8 × 10⁶ m³ d^?1, a much reduced frequency of flows >7 × 10⁵ m³ d^?1 and an increased frequency of flows <7 × 10⁵ m³ d^?1; and (iii) a reduction in flood magnitude of at least 80 per cent for all probabilities of exceedance. From suspended sediment samples collected before and after dam closure, sediment trap efficiency has been estimated at 99 per cent.An accommodation adjustment of the channel has occurred upstream of the first unregulated tributary because the bed is armoured, the banks are well vegetated, some bedrock and concrete controls are present and all regulated releases are incompetent to transport the bed material. Immediately downstream of the first unregulated tributary, the channel has contracted by up to 45 per cent and degraded by up to 69 per cent during lateral migration. Further downstream no channel changes were recorded although the bed material has progressively coarsened over time.