Q1) A city discharge 25920 m³/day of sewage into a river whose flow rate is 0.7 m/sec. Determine the deficit in oxygen for a distance 25km downstream, Critical DO, Minimum DO, Critical distance. River Waste 30 BOD5 = 5 mg/l Temperature = 22 °C DO=8 mg/1 K2200 BODZO = 65 mg/l Temperature = 27 °C DO=2 mg/1 = 0.23 day-1 %3| %3D %3D %3D = 0.4 day¬ Velocity of mixing = 0.25 m/sec K1,200 %3D Temp. 18 20 22 23 24 25 26 DO sat 9.17 8.99 8.83 8.53 8.38 9.54 8.22

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q1) A city discharge 25920 m/day of sewage into a river whose flow rate is 0.7 m³/sec.
Determine the deficit in oxygen for a distance 25km downstream , Critical DO , Minimum
DO, Critical distance.
River
Waste
BODS = 5 mg/l
Temperature = 22 °C
DO=8 mg/l
K2200
BODZO = 65 mg/l
Temperature = 27 °C
DO=2 mg/1
= 0.23 day-1
%3D
= 0.4 day
Velocity of mixing = 0.25 m/sec
K1,200
Temp.
18
20
22
23
24
25
26
DO
sat
9.54
9.17
8.99
8.83
8.53
8.38
8.22
Transcribed Image Text:Q1) A city discharge 25920 m/day of sewage into a river whose flow rate is 0.7 m³/sec. Determine the deficit in oxygen for a distance 25km downstream , Critical DO , Minimum DO, Critical distance. River Waste BODS = 5 mg/l Temperature = 22 °C DO=8 mg/l K2200 BODZO = 65 mg/l Temperature = 27 °C DO=2 mg/1 = 0.23 day-1 %3D = 0.4 day Velocity of mixing = 0.25 m/sec K1,200 Temp. 18 20 22 23 24 25 26 DO sat 9.54 9.17 8.99 8.83 8.53 8.38 8.22
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