g wastewater is to be treated with aerated lagoons. You are considering two different design options: A) A single lagoon with a surface area of 180 m2 B) Two lagoons in series with surface areas of 90 m2 each. All ponds have a depth of 2 m. The flow rate of wastewater is 5000 L/day. The waste contains 600 mg/L of organic material that is readily biodegradable with a first-order rate constant of 0.35 day-1. What final effluent concentration of organic material would you expect for each design
Engineering
Views: 0 Asked: 11-18 09:21:37
On this page you can find the answer to the question of the engineering category, and also ask your own question
Other questions in category
- Hydraulic vane phaser
- Two basic types of mechanical fuel injector systems?
- True or False? Communication takes place only at the end of the engineering design process....
- Section lines represent surfaces exposed by a cutting plane a. True b. False...
- Aluminium alloys find use in aircraft industry because of
- A _____ must have one or more ridges entering from one side of the print, recurving, and exiting fro...
- How many shift pulses would be required to serially shift the contents of one five-stage register to...
- What is the best way to find out about hazards on a local waterway?....
- ............ ..........
- Nbel2, i dont know where you've been all this time but i hope you arent missing please respond i hav...
