I expected you to read it. I copied only few lines below from above link, which talks about HCM 2000. Isn't it NCEES exam design standards?
Cycle Length and Split Settings
HCM 2000 (10) provides a detailed description of computational procedures for cycle and split settings. The following...
A wastewater treatment plant has an average flow of 12 M-gal/day and a peak to average
flow ratio of 2.5. Determine the total volume of an aerated grit chamber if detention time
is 3 min.
a. 8316 cu.ft.
b. 4500 cu.ft.
c. 6127 cu.ft.
d. 5512 cu.ft.
Consider an embankment that has a volume of 200,000 cubic yards is to be
compacted to a dry unit weight of 108 pcf at a moisture content of 19%. The soil is to be
taken from a borrow pit wherein the soil has an insitu unit weight (total unit weight) of
122 pcf and a moisture...
CONCENTRATIONS
AND SOLUTIONS
1 mg/l = 1 ppm
1 mg/l = 8.34 Lbs/ Million Gal
Lbs, Chemical = Desired ppm X Flow, MGD X 8.34/Purity of Chemical
1 Mole = 1 Gram Molecular Weight per Liter of Solution
1 Normal = 1 Gram Equivalent Weight per Liter of Solution
ppm...