Engineering, 19.10.2019 01:30 amandasantiago2001

6. there are five identical circular primary sedimentation tanks (in parallel) to be installed at a potw. the average plant influent flow rate is 30 mgd, and the peaking factor is 2.5. the design surface overflow rates are 1,000 and 1,500 gpd/ft2 for the average flow and the peak flow, respectively. a) determine the required total area of these primary sedimentation tanks under average flow b) determine the required total area of these primary sedimentation tanks under peak flow c) determine the design diameter of these primary sedimentation tanks at this facility d) if the water depth is 12 ft, what is the hydraulic detention time under the peak flow condition?

Answers: 3

Show answers

Another question on Engineering

Engineering, 04.07.2019 18:10

Aplate clutch has a single pair of mating friction surfaces 250-mm od by 175-mm id. the mean value of the coefficient of friction is 0.30, and the actuating force is 4 kn. a) find the maximum pressure and the torque capacity using the uniform-wear model. b) find the maximum pressure and the torque capacity using the uniform-pressure model.

Answers: 3

Answer

Engineering, 04.07.2019 18:10

Consider a large isothermal enclosure that is maintained at a uniform temperature of 2000 k. calculate the emissive power of the radiation that emerges from a small aperture on the enclosure surface. what is the wavelength ? , below which 10% of the emission is concentrated? what is the wavelength ? 2 above which 10% of the emission is concentrated? determine the wavelength at which maximum spectral emissive power occurs. what is the irradiation incident on a small object placed inside the enclosure?

Answers: 2

Answer

Engineering, 04.07.2019 18:10

Compute the pressure drop of 30°c air flowing with a mean velocity of 8 m/s in a circular sheet-metal duct 300 mm in diameter and 15 m long. use a friction factor, f 0.02, and pair = 1.1644 kg/m a. 37.26 pa b. 25.27 pa n c. 29.34 pa d. 30.52 pa

Answers: 1

Answer

Engineering, 04.07.2019 18:20

Amixture of slurry and mud is to be pumped through a horizontal pipe of diameter 500 mm. the fluid behaves as a bingham plastic with a yield stress of 30 pa and viscosity 0.04 pa.s. describe the effects of the shear stress through a transverse section of the pipe by plotting the variation in shear stress and velocity profile: (i) just before the slurry starts to move (ii) as the slurry flows when the pressure gradient is double that in part (i)

Answers: 3

Answer

You know the right answer?

6. there are five identical circular primary sedimentation tanks (in parallel) to be installed at a...

Questions