Civil Engineering > GATE 2015 SET-2 > Wastewater Treatment
In a wastewater treatment plant, primary sedimentation tank (PST) designed at an overflow rate of 32.5 m3/day/m2 is 32.5 m long, 8.0 m wide and liquid depth of 2.25 m. If the length of the weir is 75 m, the weir loading rate (in m3/day/m) is _______.

Correct : 112.5

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weir loading rate civil engineering gate primary sedimentation tank design GATE Civil Engineering 2015 weir length calculation wastewater treatment plant civil engineering gate questions sedimentation tank weir loading GATE 2015 Set-2

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