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You are to design a chlorination tank for killing microorganisms in the effluent from a wastewater treatment plant. It is necessary to remove 99% of active bacteria in a wastewater flow of 120 m3/hr.
Assume the inactivation rate constant (k) of 0.2 min-1.
a) Determine the tank volume if the contact tank is a CSTR reactor.
b) What is the retention time of the CSTR reactor.
c) It was proposed that, instead of using a CSTR tank, the activation can be achieved in the transport pipeline (diameter = 0.3 m) from the treatment plant to the river. Calculate the required length of the pipeline to achieve the same 99% remove.
A sewage treatment works (STW) with 4 single-stage trickling filters has become organically overloaded due to the discharge of a biodegradable industrial effluent to the STW. This is causing effluent to pond on the surface of the filters.
Explain about pres-stressed concrete
Air can be assumed as a di-atomic ideal gas. Find the final temperature and the amount of work ( in kW) required for air compression at a rate of 100 mol/s , from an initial condition of 1 bar an 25 C to 10 bar; for the following ways:
The section of the plywood in the 3rd quadrant is sawed off and the resulting piece is then glued squarely over the 4th quadrant portion of the plywood with glue of negligible weight.What are the x- and y-coordinates of the resulting center of gra..
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