+ H.W ATF pland as illustrated in hig below. has. the following: a primary clarifier with a 16.8m diameter, 21m (SWD), and Single peripheral weir, an 26m diameter TE with a 2.1 deep stone filled bed; and a final settling Tank with a 15-2m diameter, 2.1m (SWD), and single peripheral weir, The normal operating recirculation ratio is NA 0.5 with return to the wet well from the bottom of the final during periods of low influent flow (fig② The daily wow flow is 5220 m³/d with an average BOD of 180-9/1 Calculate the loadings on all of the units, and the anticipated. effluent BOD 2 20°C and 16C * Assume @ efficiency of removal BOD load of 78% in 20 C Is of 68% 7416 68/74/6 Futur
+ H.W ATF pland as illustrated in hig below. has. the following: a primary clarifier with a 16.8m diameter, 21m (SWD), and Single peripheral weir, an 26m diameter TE with a 2.1 deep stone filled bed; and a final settling Tank with a 15-2m diameter, 2.1m (SWD), and single peripheral weir, The normal operating recirculation ratio is NA 0.5 with return to the wet well from the bottom of the final during periods of low influent flow (fig② The daily wow flow is 5220 m³/d with an average BOD of 180-9/1 Calculate the loadings on all of the units, and the anticipated. effluent BOD 2 20°C and 16C * Assume @ efficiency of removal BOD load of 78% in 20 C Is of 68% 7416 68/74/6 Futur
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Transcribed Image Text:+
H.W
ATF pland as illustrated in hig below. has.
the following: a primary clarifier with a 16.8m diameter,
21m (SWD), and Single peripheral weir, an 26m diameter
TE with a 2.1 deep stone filled bed; and a final settling
Tank with a 15-2m diameter, 2.1m (SWD), and single
peripheral weir, The normal operating recirculation ratio
is
NA
0.5 with return to the wet well from the bottom
of the final during periods of low influent flow (fig②
The daily wow flow is 5220 m³/d with an average BOD of 180-9/1
Calculate the loadings on all of the units, and the anticipated.
effluent BOD 2 20°C and 16C
* Assume @ efficiency of removal BOD load of 78% in 20 C
Is of 68% 7416
68/74/6
Futur
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