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The maximum water depth is 41.8 metres (137 ft) and at 100% capacity the dam wall impounds enough water from the Barron River to create a lake approximately 75% the size of Sydney Harbour with a capacity of 438,919 megalitres (15,500.3 × 10 ^ 6 cu ft) of water at 670 metres (2,200 ft) AHD. The surface area of the Lake Tinaroo is 3,500 hectares ...
The Tinaroo Hydro Power Station is an electricity power station in Tinaroo, Tablelands Region, Queensland, Australia. It is located at the spillway of Tinaroo Dam . It has been designed to take advantage of water being released for irrigation, and water released when the dam is full. [ 1 ]
Mutange Dam: Gokwe: Midlands: Mutange River: 2016: 5 10] See also. List of rivers of Zimbabwe ...
Examples of this include the backwater behind an in-stream structure (e.g. dam, sluice gate, weir, etc.), when there is a constriction in the channel, and when there is a minor change in channel slope. Rapidly varied flow occurs when the change in flow depth per change in flow distance is significant.
It is bounded to the west by Lake Tinaroo, to the north by Tinaroo Range, to the north-east and east by Lamb Range, to the south-east by Main Range, and to the south-west by Surprise Creek, a tributary of Lake Tinaroo. [3] It is within the world-heritage-listed Wet Tropics of Queensland. [4] Danbulla has the following mountains, from north to ...
A Lag-1 hydrograph is a graph of discharge which can be accomplished without a time axis (Koehler 2022). This technique allows data properties such as Q, dQ/dt, and d 2 Q/dt 2, and trends of increasing, decreasing or no change flow to be readily seen and understood on a single graph. Flow pulse reference lines can easily be added and interpreted.
The Barron River forms most of the western boundary of the locality flowing into Lake Tinaroo (created by the Tinaroo Dam) which then forms the northern boundary of the locality. Peterson Creek, also flowing into Lake Tinaroo, forms the north-east boundary of the locality, while Gwynne Creek forms the south-western boundary of the locality ...
The method consists of filling the flow area with stream and equipotential lines, which are everywhere perpendicular to each other, making a curvilinear grid.Typically there are two surfaces (boundaries) which are at constant values of potential or hydraulic head (upstream and downstream ends), and the other surfaces are no-flow boundaries (i.e., impermeable; for example the bottom of the dam ...