djcbgn
Civil/Environmental
- Feb 14, 2004
- 20
Hi,
I am working on a very large development project (2000 homes at buildout), for which the city is requiring the developer to install wells to provide water supply. The developer does not want an elevated tank on the site and there is a connection to the county system for emergency water demands. I am asking for input on controlling the well pumps by system pressure or another option other than tank level. They are performing test wells now so I dont know the production capacity of each well yet but I expect each well to produce around 150-200 gpm and there will be several.
I dont have experience with hydropnuematic tanks so I was looking for some guidance here for sizing.
Thanks for your help.
I am working on a very large development project (2000 homes at buildout), for which the city is requiring the developer to install wells to provide water supply. The developer does not want an elevated tank on the site and there is a connection to the county system for emergency water demands. I am asking for input on controlling the well pumps by system pressure or another option other than tank level. They are performing test wells now so I dont know the production capacity of each well yet but I expect each well to produce around 150-200 gpm and there will be several.
I dont have experience with hydropnuematic tanks so I was looking for some guidance here for sizing.
Thanks for your help.