jeap
Chemical
- Nov 1, 2006
- 36
Hi All!
I have designed a system for deareating 170 m3/h of river water from 13 to 0.7 ppm of oxygen. This system consists of a deoxygenation tower (Operating pressure 70 mbara) and a liquid ring pump. I've found that it is necessary to extract abt 6 Kg/h of gas/vapor from the water stream to reach the desired oxygen ppm level.
I sized the liquid ring pump and it shall extract abt of 100 m3/h of attenuated gas. I assume an oversizing factor of 1.5 thus the power of the pump results in abt 6 hp.
Should I consider any grater overdesign factor to overcome air entrance into the system (vg. leak or bubbles coming from the river pumping station)?
My question comes from the fact that the pump I've sized seems very small to me.
I appreciate any comments/experiences.
I have designed a system for deareating 170 m3/h of river water from 13 to 0.7 ppm of oxygen. This system consists of a deoxygenation tower (Operating pressure 70 mbara) and a liquid ring pump. I've found that it is necessary to extract abt 6 Kg/h of gas/vapor from the water stream to reach the desired oxygen ppm level.
I sized the liquid ring pump and it shall extract abt of 100 m3/h of attenuated gas. I assume an oversizing factor of 1.5 thus the power of the pump results in abt 6 hp.
Should I consider any grater overdesign factor to overcome air entrance into the system (vg. leak or bubbles coming from the river pumping station)?
My question comes from the fact that the pump I've sized seems very small to me.
I appreciate any comments/experiences.