Calculate the weir width (W) and water height (H) for a discharge of 0.1 m3/s. Assuming a head loss of hf = 1.5 m for a 300 mm diameter pipe and 100 m long. Draw the HGL between two manholes. Assume the crest level of the weir to be 1.0 meter.
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Calculate the weir width (W) and water height (H) for a discharge of 0.1 m3/s. Assuming a head loss of hf = 1.5 m for a 300 mm diameter pipe and 100 m long. Draw the HGL between two manholes. Assume the crest level of the weir to be 1.0 meter.
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