ANSWER as much as possible:
Design an activated sludge process consisting of a complete mix
flow through aeration tank followed by final settling tanks. The
sizing of the reactor and all appurtenances should be based on a
solids retention time, (SRT), of 4 days and the particulates given
below.
Biological characteristics: Ks = 20
mg/L COD, kd = 0.1 per day, mumax = 3
gVSS/gVSS-day,
Y = 0.4 gVSS/gCOD
Primary settling Tank Effluent
Characteristics:
Q= 20MGD, biodegradable COD, bCOD = 300 mg/L, SS = 100 mg/L of
which 20 mg/L are inert solids, (i.e. non-biodegradable).
Aeration Tank: SVI = 125 ml/gram MLSS,
MLVSS:MLSS ratio = 0.80, T = 20oC
Final Settling Tanks: Operating at an overflow
rate = 600 gpd/sq.ft, Solids Loading Rate = 10 lb SS/ day-sq.ft.,
Final Settling Tank Effluent, (FSTE), SS = 20 mg/L
Calculate/ Estimate: (Questions 1-9, 5-pts. each, Questions 10
& 11, 10pts. each)
- The soluble bCOD in the final settling tank, (FST), effluent in
mg/L ____, estimate the total COD in the effluent
_____________
- The QRAS in MGD ___________
- The concentration of MLVSS in mg/L ____________ and the MLSS in
mg/L ___________. Hydraulic retention time, HRT, in the aeration
tank in hrs ______
- The net growth rate in lb VSS/ day _______________
- The flow rate of the waste activated sludge, WAS, taken from
the RAS line in gpd _____
- The oxygen demand in lb/day ______________________
- The specific oxygen uptake rate in: g oxygen / g MLVSS-day
______________
- The value of
KLa
that will enable the aeration tank to be operated at a DO
concentration of 2 mg/L, in hours-1 _______
- If the aeration rate being applied equals 14,835 standard cubic
feet/ minute, scfm, Calculate the oxygen transfer efficiency in %
________________
- Estimate the number of diffusers required for
aeration_______________________
(Use Sanitaire Silver Series II diffusers- disk
shape)
- Sketch to scale the process flow block diagram of the activated
sludge process that should include two common
wall, four-pass aeration tanks followed by four
common wall rectangular aeration tanks. In a separate sketch show a
plan view of the bottom of one aeration tanks and
the actual number of diffusers that were selected. Aeration tank
dimensions: Depth=20 feet and width= 40 feet, Length = ?