North-West elevation, C House, Coorparoo, Brisbane

As seen from pool deck. Concrete framework for The Nest on left.

Interior, C House, Coorparoo, Brisbane

View through bedroom interiors to windows on North-East elevation above pool deck.

Outdoor room, C House, Coorparoo, Brisbane

Looking towards pool deck, Hanging Basket top right.

Approach to site, C House, Cooparoo

Looking uphill towards house from road.

North-West elevation, C House, Coorparoo, Brisbane

As seen from car parking area.

Trellis, C House, Coorparoo, Brisbane

Trellis to outdoor room with Hanging Basket beyond.

Hanging Basket, C House, Coorparoo, Brisbane

Timber alcove located under skylight within outdoor room.

Iwan, C House, Coorparoo, Brisbane

View of Iwan and part of North-west elevation, as seen from pool deck.

Outdoor room, C House, Coorparoo, Brisbane

As seen from upper level of house.

Iwan, C House, Coorparoo, Brisbane

As seen from pool deck.

Outdoor room, C House, Coorparoo, Brisbane

Looking towards Iwan from within outdoor room.

North-West elevation, C House, Coorparoo, Brisbane

As seen from pool deck.

Bed shear stress measurements in dam break and swash flows

A novel shear plate was used to make direct bed shear stress measurements in laboratory dam break and swash flows on smooth, fixed, impermeable beds. The pressure gradient due to the slope of the fluid free-surface across the plate was measured using pressure transducers. Surface elevation was measured at five locations using acoustic displacement sensors. Flow velocity was measured using an Acoustic-Doppler Velocimeter and calculated using the ANUGA inundation model. The measured bed shear stress at the dam break fluid tip for an initially dry, horizontal bed was close to twice that estimated using steady flow theory. The temporal variation of swash bed shear stress showed a large peak in landward directed stress at the uprush tip, followed by a rapid decay throughout the uprush flow interior. The peak seaward directed stress during the backwash phase was less than half that measured in the uprush. Close to the still water line, in the region of bore collapse and at the time of initial uprush, favourable pressure gradients were measured. In the lower swash region predominately weak adverse pressure gradients were measured.