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Syphon Aqueduct
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12. Design a syphon aqueduct with the following data :
For Canal
Discharge
Bed width
F.S. depth
R.L. of bed
For Drainage
High flood discharge
HFL
=56 cumecs ------~-----·-
=.32 m
= 1.98 m
=267.00m
=425cumecs
=268.20m
General bed level of low water cross-section .. = 265.50 m
General ground level = 267. 20 m
For Canal
Discharge
Bed width
F.S. depth
R.L. of bed
For Drainage
High flood discharge
HFL
=56 cumecs ------~-----·-
=.32 m
= 1.98 m
=267.00m
=425cumecs
=268.20m
General bed level of low water cross-section .. = 265.50 m
General ground level = 267. 20 m
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