Simmesport Wastewater Treatment
Facility
Project Description
Design Criteria
|
Type of Waste |
Domestic |
|
Flow
(Average) |
0.39 MGD |
|
(Peak) |
1.56 MGD |
|
Minimum Design Temp. |
10 C |
|
Yield Factor |
0.680 |
|
BOD Removed |
748 #/day |
|
Actual 02 Required |
48.3 #/hr. |
|
Elevation (MSL) |
0 FT. |
|
Hydraulic Detention Time |
27.00 Hrs. |
Permit Levels
| BOD
In |
250.00
MG/L |
|
BOD Out |
20.00
MG/L |
| TSS
In |
200.00
MG/L |
| TSS
Out |
20.00
MG/L |
| TKN
In |
0.00 MG/L
|
Process Conditions
|
Operating MLSS |
4,171 MG/L |
|
Oxygen Factor |
2.18 # O2/ # BOD
|
|
Org. Load Rate |
13.8 #/1000 Ft3
|
|
Ditch S.S. Length |
144.00 Ft.
|
|
Channel Width |
19.00 Ft.
|
|
Water Depth |
9.50 Ft.
|
|
Ditch Volume |
0.469 MG
|
|
Rotor Length |
16 Ft.
|
|
# Rotors |
2
|
|
Total Length |
32 Ft.
|
|
Diameter |
42 In.
|
|
Speed |
62 RPM
|
|
# Rows of Blades/ft. |
3
|
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