jjdj
Civil/Environmental
- Dec 9, 2004
- 5
Question: I work on an enviromental remediation project where we need to remove a section of a sewer line due to contamination. What we need to do, is order the correct rated pump to handle the flow rate of liquids that would normally pass through this line from the upgadient areas. There are several upgradient gravity lines that connect to this one and the load in these lines are primarily from runoff water only. Is there a nice rule of thumb for sizing a pump (e.g. for a 15 in line ...need this type pump) something like this or do you need to do some fluid dynamic calcs. I dont do this sort of thing much. Thanks for any help you can offer.