Thanks for the reply. The 5.1 l\sec comes from a table in that code of practice. It's the only methodology I have to go on, but I do agree it seems very large.
We are dispatching into a private system, into which we are only entitled to dispatch 1.12 l\sec. I am unfamiliar with your...
I need to design a system which will allow me to dispatch the sewage waste from twenty houses into a system, which will only allow me an entry flow rate of 1.12 litres\sec.
Assume the houses to be 3 bed semis.
The BS 5572 code give me an approximate flow rate of 5.1 litres\sec for twenty...
Hi, thanks for you interest.
We are discharging into the system of a private buisness park, which will allow 88 Litres per second to enter. They want us to use a restriction pipe to regulate the flow.
I have, since posting the query, solved the problem using the Colebrook White equation. I you...
I need a formula or method to calculate what length of 9" pipe I need to regulate flow from a detention chamber, with a max head of 5.36 feet, to a maximum discharge of 88 litres per second?
