Sewage Parameters 3: Population Equivalent (PE) Part 2
Introduction
Following up on our previous post on Population Equivalent (PE), this installment provides additional examples and calculations to illustrate how PE is used to size sewage treatment systems for various types of developments.
Example A: Housing Development
Scenario:
10 No. 2-Bedroom Old Persons Dwellings
25 No. 3-Bedroom Houses
10 No. 4-Bedroom Houses
Relevant Figures:
1 PE = 200 l of flow/day & 60 g of BOD/day.
Occupants per house type:
2-bedroom: 2 persons
3-bedroom: 4 persons
4-bedroom: 5 persons
Calculation:
10 × 2 + 25 × 4 + 10 × 5 = 170 PE
Flow and BOD:
Flow:
170 PE × 200 liters = 34,000 liters/dayBOD:
170 PE × 60 grams = 10,200 grams/day
Solution:
A BMS BL2000 Blivet Package Sewage Treatment Plant is ideal for this development and provides room for expansion.
Example B: Hotel
Scenario:
50 Bedrooms (2 persons per room)
100 extra meals/day
300 function room guests
50 bar-only guests
30 non-residential staff
Relevant EPA Figures:
Calculation:
Bedrooms:
Flow:
50×2×250=25,000 l/dayBOD:
50×2×75=7,500 g/day
Extra Meals:
Flow:
100×25=2,500 l/dayBOD:
100×25=2,500 g/day
Function Room Guests:
Flow:
300×10=3,000 l/dayBOD:
300×10=3,000 g/day
Bar-Only Guests:
Flow:
50×10=500 l/day
Sewage treatment plants should consistently be sized based on BOD as the biological load must be treated. Flows can be higher or lower than the BOD, varying from country to country. A BMS BL3000 Blivet with a balance tank to deal with peak early morning and evening flows typically produced by a hotel would be ideal for the above project. A Balance Tank can also help screen out non-soluble solids and also be used to lower Total Nitrogen by Denitrification.
Below, you can see a BMS BL3000 Blivet Package Sewage Treatment System and Balance Tank being installed at a new hotel
Next Topic
In the next post, we’ll dive into Phosphorus.
Questions?
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