madhusmile
Civil/Environmental
- Sep 18, 2006
- 2
I am working on a Sodium BiSulfite Pump Skid design for dechlorination and as per my research, for every 1 mg/L of total chlroine, 1.63 mg/L of SBS is needed to reduce total chlorine residual to Zero.
Assuming I have 700 gpm of flow with 1 mg/L of total chlorine, what would be my pump rate for SBS which is available in aqueous solution.
Somewhere, I have seen an example and trying to figure out how they came up with this one.
At max designed flow rate of 5 MGD, 27.2 gal/day of SBS is required for every 1 mg/L of total chlorine. How did they cam up with this using above concentration levels?
Can anyone help me?
Thanks
Assuming I have 700 gpm of flow with 1 mg/L of total chlorine, what would be my pump rate for SBS which is available in aqueous solution.
Somewhere, I have seen an example and trying to figure out how they came up with this one.
At max designed flow rate of 5 MGD, 27.2 gal/day of SBS is required for every 1 mg/L of total chlorine. How did they cam up with this using above concentration levels?
Can anyone help me?
Thanks