Standard AWWA curve has a peak hourly flow factor of ~1.8 at average day demand. This however would not be the case at max day demand and should be a good bit lower, but AWWA does not have a standard diurnal curve for max day demand.
If I knew my residential demands were as follows:
ADD = 300...
Gentlemen:
I have been involved water dist. and collection for the past 2 years. I find myself frustrated with the slow pace amongst other things in this field.
There have been a number of Site Design firms with openings lately. I am interested in site design as I worked for a civil/site firm...
