133 resultados para elevation gradient


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Entry stair in foreground.

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As seen from pool deck, looking towards The Nest. Kitchen skylight above right.

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Upper level of North-West elevation, kitchen skylight on left.

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

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As seen from car parking area.

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As seen from pool deck.

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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.

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View to house from street. Existing house gable roof on right.

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Formal elevation facing University of Queensland entrance roads.

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Formal elevation facing University of Queensland entrance roads.

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Formal elevation facing University of Queensland entrance roads.

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Formal elevation facing University of Queensland entrance roads.