Hey all, kinda stuck on this question, think there isn't enough data to complete:
A bridge crosses an 8m wide river. Upstream of the bridge the water depth is 1.6m. The distance between the piers is 6.5m. The river depth between the bridge piers is 1.45m. (a)Calculate the mean velocities upstream of the bridge and between the piers. Assumptions: river bed is horizontal, river banks are parallel, ideal flow.
(b) calculate the volumetric flowrate of water under the bridge.
Using the extended form of Bernoulli's equation I can reduce it to be a function of velocity upstream and velocity downstream, but no further. It seems to me like the flowrate upstream is required to solve this?
Any people clued up on Fluid Mechanics that can see a way of solving it without the flowrate?
Cheers
A bridge crosses an 8m wide river. Upstream of the bridge the water depth is 1.6m. The distance between the piers is 6.5m. The river depth between the bridge piers is 1.45m. (a)Calculate the mean velocities upstream of the bridge and between the piers. Assumptions: river bed is horizontal, river banks are parallel, ideal flow.
(b) calculate the volumetric flowrate of water under the bridge.
Using the extended form of Bernoulli's equation I can reduce it to be a function of velocity upstream and velocity downstream, but no further. It seems to me like the flowrate upstream is required to solve this?
Any people clued up on Fluid Mechanics that can see a way of solving it without the flowrate?
Cheers