"A 1.2 peak hour scares me, I feel it is too low....I usually see peak hours 3 to 4x ave day for residential depending on irrigation."
This was my original point, that was I doubt during a Max Day Demand that the peak would be 3x to 4x MDD. Maybe for an individual residence but not a system as...
The wells have been 'flagged' by the department as an undesirable water source. Otherwise, I would allocate some of the wells to future developments or to supplement peak demands.
The problem with this system is its distant location from the 'action' as it is over 20 miles away from some...
I have high month and low month billing records in addition to historical max plant production. Unfortunately during max day they supplement with wells that have no flow meters and they do not know the capacity, so Im stuck working with a base of ADD and going from there.
They are installing a...
Unfortunately the Utility does not have access to such data to where I could do mass balance and calculate the diurnal patterns for them. So I have to use my assumptions. The only thing I have is ADD. Im assuming a 2.0 factor for Max Day.
My assumption is that Max Day Demand is usually a...
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...
