A dam was designed for a flow rate of 2500 cu-mecs. The dam must be modelled in an hydraulics laboratory to sort out the
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A dam was designed for a flow rate of 2500 cu-mecs. The dam must be modelled in an hydraulics laboratory to sort out the
A dam was designed for a flow rate of 2500 cu-mecs. The dam must be modelled in an hydraulics laboratory to sort out the calibration of such dam (like to find out minor design details) Since it is a retaining structure, it should be modelled as a distorted. Consider H-scale 1:50, Vscale 1:30. What will be the required flows rate in 1/s, be at the lab.
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