Question

Design a cubic rapid mixer for a water treatment plant with a peak flow rate of...

Design a cubic rapid mixer for a water treatment plant with a peak flow rate of 20,000 m3/d.  Assume the velocity gradient G in the mixer is to be at least 1,000 s-1and the detention time is at least 10 s. Determine the size of the mixing tank, the power input, and the rotational speed of the mixer if the radial flow impeller power number is 6.0

Homework Answers

Answer #1

Formula used

Volume= peak flow rate x Detention time

power = (velocity gradient)2 x ( volume) x ( dynamic viscosity of water)

power = ( power number)x(density of liquid)x(rotating speed)3 x( diameter of impeller)5

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
You have been assigned the job of designing rapid-mix and slow-mix tanks for the town of...
You have been assigned the job of designing rapid-mix and slow-mix tanks for the town of Freemont, using the groundwater aquifer as the water source. Design parameters for the rapid-mix tank: Detention time = 2 mins No. of tanks: 2 Velocity gradient (G) = 750 /s Impeller type: radial, with Np = 3.6 Impeller diameters available = 0.25, 0.5 and 1.0 m Tank length = width B = Hwater/3 Design parameters for the slow-mix tank: Impeller: axial, Np = 0.40...
A square rapid mixing tank is used to process 0.14 m3/s of water. The depth of...
A square rapid mixing tank is used to process 0.14 m3/s of water. The depth of the tank is assumed to be 2 times the width. Use a detention time of 25 seconds and velocity gradient of 700 1/s. The properties of the water in the tank are the same as the ones listed in the formulas sheet. Determine a) The dimensions of the rapid mixing tank b) The power input needed from the motor if its efficiency is 80%
1) A drinking water treatment plant uses a cubic rapid mix, rectangular flocculation basin, and rectangular...
1) A drinking water treatment plant uses a cubic rapid mix, rectangular flocculation basin, and rectangular sedimentation basin to treat 10.0 mgd of water. Size the volume for each basin using the characteristic detention time and flow through velocity requirements. What is the rapid mix volume for Dt = 30 sec? What is the floc. basin volume for Dt = 30 min? What is the floc. basin cross-sectional area for a velocity = 10.0 ft/min? What is the sed. basin...
You have been asked to provide a design for a rapid mix tank at a water...
You have been asked to provide a design for a rapid mix tank at a water treatme nt plant which has an average water temperature of 50F. The tank is to have a detention time (td= HRT) of 1.5 seconds, a mixing intensity (G) of 2,000/second, and treat a flow (Q) of 10 mgd. a. Identify the volume of reactor required (in ft^3 and gallons) b. Find the reactor dimensions (i.e., Depth and Diameter, in feet) if the rapid mix...
Dechlorination contact tank (Wastewater Treatment) An activated sludge plant has a design flow (average daily flow)...
Dechlorination contact tank (Wastewater Treatment) An activated sludge plant has a design flow (average daily flow) of 11 MGD. Determine dimensions of dechlorination tank. The design parameters: use 1 tank. detention time = 30 sec, depth = 10 ft, rectangular tank: L = 4 W. use maximum hourly flow (3 * Average design flow)
Design high-rate sedimentation tank(s) for a water treatment plant using plate settlers. 1. Design the rectangular...
Design high-rate sedimentation tank(s) for a water treatment plant using plate settlers. 1. Design the rectangular sedimentation tank(s), including launders and sludge collection mechanism. 2. Design the countercurrent plate settlers, including length, angle, and distance between plates (to achieve 100% removal of the target particle described below). 3. Draw a cross-section of the sedimentation tank with dimensions, indicating the concrete walls, main pipes, launders, plate settlers. 4. Quantify/discuss the improvement(s) that may result from installing the plate settlers. Inputs: Design...
. A wastewater treatment plant is to be designed for the 5-d sustained peak flowrate given...
. A wastewater treatment plant is to be designed for the 5-d sustained peak flowrate given an average daily flow of 13 MGD. Two aerated grit chambers in parallel will provide a total detention time of 4 minutes at peak flow. Determine: a) The volume of each chamber, in m3 . b) Chamber dimensions, in m, (length and width) if the design depth is 3.5 m and W:D is 1.2:1. Is the calculated L:W within the recommended range? c) Using...
A treatment plant has one grit chamber that receives a peak flow rate of 0.300 m3/s....
A treatment plant has one grit chamber that receives a peak flow rate of 0.300 m3/s. Find the length of the grit chamber if 80.0% of the grit is to be removed. Assume that the grit settles at 15.2 mm/s and that the chamber will be 1.50 m wide by 1.00 m deep.
Design six settling tanks for water treatment plant using the design overflow rate 32. 5 m3/...
Design six settling tanks for water treatment plant using the design overflow rate 32. 5 m3/ day.m2. The maximum day design flow is 0.5m3/s. Assume a water temperature of 10 oC. (take L:W = 13.8: 1 and L:D = 28:1 also take into account freeboard and sludge zone )
The town of Camp Verde has been directed to upgrade its primary Waste Water Treatment Plant...
The town of Camp Verde has been directed to upgrade its primary Waste Water Treatment Plant (WWTP) to a secondary plant that can meet an effluent standard of 25 mg/L BOD5 and 30 mg/L suspended solids. They have selected a completely mixed activated sludge system for the upgrade. The existing primary treatment plant has a flow rate of 0.029 m3/s. The effluent from the primary tank has a BOD5 of 240 mg/L. Using the following assumptions, estimate the required volume...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT