Determine the critical time te (days) for the DO of the river. Calculate the minimum DO concentration Domin (mg/L) of the river. Draw and label properly the DO Sag Curve of the river. Is the assimilative

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Streeter-Phelps Model:
kaba
(e-Rt – e-kt) + Da(e-k)
k. - ka
1
In
k, – ka
k„ – k.
D =
to
ka La
1.135
T4 – 20
3.9 u0.5
BOD, = L, (1– e-kat)
k = k20 6T-20
kr,20
1.056 T 20 – 30
%3D
|
h1.5
1.024
Wastewater is being discharged into Diliman River, both waters having a
temperature of 20 °C. After mixing, it was found that the initial ultimate BOD of the
mixed water is 15 mg/L. The DO in the Diliman River right after the mixing point is at
saturation. At 20 °C, the deoxygenation rate constant (ka) is 0.3/day while the
reaeration rate constant (k,) is 0.5/day.
Express your computed values in at least four (4) significant figures.
1A. Determine the critical time t. (days) for the DO of the river.
18. Calculate the minimum D0 concentration DOmin (mg/L) of the river.
1C. Draw and label properly the DO Sag Curve of the river. Is the assimilative
capacity of the river restricted? Explain your answer.
Saturation Values of DO in Freshwater exposed
to specific saturated vapor pressure
Temperature (°C}
Dissolved Oxygen (mg/L)
14.62
12.77
10
11.29
15
10.08
20
9.09
25
8.26
30
7.56
Transcribed Image Text:Streeter-Phelps Model: kaba (e-Rt – e-kt) + Da(e-k) k. - ka 1 In k, – ka k„ – k. D = to ka La 1.135 T4 – 20 3.9 u0.5 BOD, = L, (1– e-kat) k = k20 6T-20 kr,20 1.056 T 20 – 30 %3D | h1.5 1.024 Wastewater is being discharged into Diliman River, both waters having a temperature of 20 °C. After mixing, it was found that the initial ultimate BOD of the mixed water is 15 mg/L. The DO in the Diliman River right after the mixing point is at saturation. At 20 °C, the deoxygenation rate constant (ka) is 0.3/day while the reaeration rate constant (k,) is 0.5/day. Express your computed values in at least four (4) significant figures. 1A. Determine the critical time t. (days) for the DO of the river. 18. Calculate the minimum D0 concentration DOmin (mg/L) of the river. 1C. Draw and label properly the DO Sag Curve of the river. Is the assimilative capacity of the river restricted? Explain your answer. Saturation Values of DO in Freshwater exposed to specific saturated vapor pressure Temperature (°C} Dissolved Oxygen (mg/L) 14.62 12.77 10 11.29 15 10.08 20 9.09 25 8.26 30 7.56
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