mou
Civil/Environmental
- Apr 21, 2003
- 13
Hi All,
Just wondering if anyone is using pressure diffentials in their design of dual reticulation systems (ie maintain a higher pressure in the potable main than recycled main) so as to minimise risk of cross contamination in the event of accidental cross connections. Im referring to large scale residential water distribution systems when i refer to dual reticulation. Any comments/information would ne appreciated.
Cheers
Mark
Just wondering if anyone is using pressure diffentials in their design of dual reticulation systems (ie maintain a higher pressure in the potable main than recycled main) so as to minimise risk of cross contamination in the event of accidental cross connections. Im referring to large scale residential water distribution systems when i refer to dual reticulation. Any comments/information would ne appreciated.
Cheers
Mark