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Water treatment plant of flow 12000 m³/day, GT=48000, GT-30000, t-60 sec, t = 20 min, CD=1.9. Use two tanks at least for each unit: a) Design circular base coagulation tanks of depth = Diameter, find: (dimension and power required for mixing tank). b) Design flocculation tanks of four paddles of 15 cm width and 90% of tanks length (dimensions of tank and mixing velocity) (assume depth =3 m, length = 3width).

Water treatment plant of flow 12000 m³/day, GT=48000, GT-30000, t-60 sec, t = 20 min, CD=1.9. Use two tanks at least for each unit: a) Design circular base coagulation tanks of depth = Diameter, find: (dimension and power required for mixing tank). b) Design flocculation tanks of four paddles of 15 cm width and 90% of tanks length (dimensions of tank and mixing velocity) (assume depth =3 m, length = 3width).

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Water treatment plant of flow 12000 m³/day, GT=48000, GT-30000, t-60 sec, t= 20 min, CD=1.9. Use two tanks at least for each unit: a) Design circular base coagulation tanks of depth = Diameter, find: (dimension and power required for mixing tank). b) Design flocculation tanks of four paddles of 15 cm width and 90% of tanks length (dimensions of tank and mixing velocity) (assume depth =3 m, length = 3width).
Transcribed Image Text:Water treatment plant of flow 12000 m³/day, GT=48000, GT-30000, t-60 sec, t= 20 min, CD=1.9. Use two tanks at least for each unit: a) Design circular base coagulation tanks of depth = Diameter, find: (dimension and power required for mixing tank). b) Design flocculation tanks of four paddles of 15 cm width and 90% of tanks length (dimensions of tank and mixing velocity) (assume depth =3 m, length = 3width).
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