Irrigation Engineering
If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be

aqueduct
syphon aqueduct
syphon
superpassage

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Irrigation Engineering
The flow-mass curve is graphical representation of

Cumulative discharge, volume and time in chronological order
Discharge and time in chronological order
Cumulative discharge and time
Discharge and percentage probability of flow being equaled or exceeded

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