During flood stage, the stream conditions in Problem 9–23 change as shown in the following table. Determine the values of kd and kr for flood conditions.
Source | k(day−1) | Temperature (°C) | H(m) | Velocity (m · s−1) | η |
Wastewater | 0.20 | 20 |
|
|
|
Amaunet Stream |
| 20 | 4.0 | 2.5 | 0.5 |
Compute the deoxygenation rate constant and reaeration rate constant (base e) for the following wastewater and stream conditions.
Source | k(day−1) | Temperature (°C) | H(m) | Velocity (m · s−1) | η |
Wastewater | 0.20 | 20 |
|
|
|
Amaunet Stream |
| 20 | 3.0 | 0.5 | 0.4 |
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