wo rectangular settling tanks are each 6 m (20 ft) wide, 24 m (80 ft) long, and 2.7 m (9 ft) deep. Each is used alternately to treat 1900 m³ (0.50 Mgal) in a 12-h period. Compute the ff: a) surface overflow (settling) rate in gal/(day.ft2) b) detention time in hours c) horizontal velocity in ft/min d) and outlet weir loading rate using H-shaped weir with three times the width in gal/ (day.Ft)
wo rectangular settling tanks are each 6 m (20 ft) wide, 24 m (80 ft) long, and 2.7 m (9 ft) deep. Each is used alternately to treat 1900 m³ (0.50 Mgal) in a 12-h period. Compute the ff: a) surface overflow (settling) rate in gal/(day.ft2) b) detention time in hours c) horizontal velocity in ft/min d) and outlet weir loading rate using H-shaped weir with three times the width in gal/ (day.Ft)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Two rectangular settling tanks are each 6 m (20 ft) wide, 24 m (80 ft) long, and 2.7 m (9 ft) deep. Each is used alternately to treat 1900 m³ (0.50 Mgal) in a 12-h period. Compute the ff:
a) surface overflow (settling) rate in gal/(day.ft2)
b) detention time in hours
c) horizontal velocity in ft/min
d) and outlet weir loading rate using H-shaped weir with three times the width in gal/ (day.Ft)
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