6.7 WASTEWATER QUANTITY
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6.7 WASTEWATER QUANTITY Wastewater quantity varies hourly, daily and weekly. PowerPoint PPT Presentation


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6.7 WASTEWATER QUANTITY Wastewater quantity varies hourly, daily and weekly. Peak flow occurs at maximum flow for the day. Definitions: Sewage – any liquid discharge normally from domestic sources Sewer – any line of pipes or channels used to convey sewage and effluents

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6.7 WASTEWATER QUANTITY Wastewater quantity varies hourly, daily and weekly.

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6 7 wastewater quantity wastewater quantity varies hourly daily and weekly

6.7 WASTEWATER QUANTITY

Wastewater quantity varies hourly, daily and weekly.

Peak flow occurs at maximum flow for the day.


6 7 wastewater quantity wastewater quantity varies hourly daily and weekly

Definitions:

Sewage – any liquid discharge normally from domestic sources

Sewer – any line of pipes or channels used to convey sewage and effluents

Sewage Treatment Plant (STP) – a site designed to treat sewage.


6 7 wastewater quantity wastewater quantity varies hourly daily and weekly

Population Equivalent (PE) : The equivalent, in terms of fixed population of a varying or transient population or other activity eg. industrial or commercial contributing flow to the sewerage system.

PE depends on type of premise and activity

For example,


6 7 wastewater quantity wastewater quantity varies hourly daily and weekly

Average daily flow = 225 litres per capita per

day (225 lpcd)

Peak Flow Factor (PFF) = 4.7 p –0.11

where

p is population equivalent (PE) in thousand

Peak Flow = PFF x average daily flow


6 7 wastewater quantity wastewater quantity varies hourly daily and weekly

Example

A new residential area consists of the following premises:

Calculate the average daily flow of sewage and the peak flow rate from the residential area


6 7 wastewater quantity wastewater quantity varies hourly daily and weekly

Solution

Determine the total PE


6 7 wastewater quantity wastewater quantity varies hourly daily and weekly

Average daily flow = 16940 x 225 lpcd

= 3811.5 m3/day

Peak Flow Factor= 4.7 p –0.11

= 4.7 x 0.733

= 3.445

Peak flow rate= 3.445 x 3811.5 m3/day

= 13131 m3/day


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