2. A wastewater treatment plant disposes of its effluents into a stream at a point A. Characteristics of the stream at a location fairly upstream of A and of the effluent are as below: Item Units Effluent Stream m3/s mgll Flow 0.20 0.50 Dissolved oxygen 2.00 8.00 Temperature °C 26 22 BOD, at 20°C mgl1 40 3 Assume that the deoxygenation constant K, at 20°C (base e) = 0.20 d- and the re-aeration constant K, at 20°C (base e) Equilibrium concentration of dissolved oxygen C, for the fresh water is as follows: %3D = 0.40 d-1 for the mixture. Temperature °C 18 20 22 23 24 25 26 C, (mg/1) 9.54 9.17 8.99 8.83 8.53 8.38 8.22 The velocity of the stream downstream of the point A is 0.2 m/s. Determine the critical oxygen deficit and its location. [Use temperature coefficients of 1.04 for K, and 1.02 for K,)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. A wastewater treatment plant disposes of its effluents into a
stream at a point A. Characteristics of the stream at a location fairly upstream
of A and of the effluent are as below:
Item
Units
Effluent
Stream
m3 /s
mg l1
Flow
0.20
0.50
Dissolved 0xygen
2.00
8.00
Temperature
°C
26
22
BOD, at 20°C
mgll
40
3.
Assume that the deoxygenation constant K, at 20°C (base e) = 0.20 d-l and
the re-aeration constant K, at 20°C (base e)
Equilibrium concentration of dissolved oxygen C, for the fresh water is as
follows:
0.40 d-1 for the mixture.
%3D
Temperature °C
18
20
22
23
24
25
26
C, (mg/1)
9.54
8.99
8.83
8.53
8.38
8.22
9.17
The velocity of the stream downstream of the point A is 0.2 m/s. Determine
the critical oxygen deficit and its location.
[Use temperature coefficients of 1.04 for K, and 1.02 for K,)
Transcribed Image Text:2. A wastewater treatment plant disposes of its effluents into a stream at a point A. Characteristics of the stream at a location fairly upstream of A and of the effluent are as below: Item Units Effluent Stream m3 /s mg l1 Flow 0.20 0.50 Dissolved 0xygen 2.00 8.00 Temperature °C 26 22 BOD, at 20°C mgll 40 3. Assume that the deoxygenation constant K, at 20°C (base e) = 0.20 d-l and the re-aeration constant K, at 20°C (base e) Equilibrium concentration of dissolved oxygen C, for the fresh water is as follows: 0.40 d-1 for the mixture. %3D Temperature °C 18 20 22 23 24 25 26 C, (mg/1) 9.54 8.99 8.83 8.53 8.38 8.22 9.17 The velocity of the stream downstream of the point A is 0.2 m/s. Determine the critical oxygen deficit and its location. [Use temperature coefficients of 1.04 for K, and 1.02 for K,)
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