Methodology
51
 In concentration (mg/l)
[BOD5] =
𝑩𝑶𝑫𝟓 𝒑𝒐𝒍𝒍𝒖𝒕𝒂𝒏𝒕 𝒍𝒐𝒂𝒅
𝑨𝒗𝒆𝒓𝒂𝒈𝒆 𝒅𝒂𝒊𝒍𝒚 𝒇𝒍𝒐𝒘
 Purification yield
The purification yield is given by the following formula:
R=
𝑪𝒊−𝑪𝒇
𝑪𝒊
×100
With :
Ci: BOD5 concentration at plant inlet.
Cf : BOD5 concentration at plant outlet ([BOD5]=30mg/l).
 TSS loads
The total suspended solids content per inhabitant per day for a combined sewer
system is 70 g/inhab/day. It is calculated using the following formula:
TSS load = 𝑁 × 70 ×𝟏𝟎
−𝟑
With :
TSS load : Pollutant load.
N: Number of equivalent inhabitants by 2050.
 In concentration (mg/l)
[TSS]=
𝑷𝒐𝒍𝒍𝒖𝒕𝒂𝒏𝒕 𝒍𝒐𝒂𝒅 𝒊𝒏 𝑻𝑺𝑺
𝑨𝒗𝒆𝒓𝒂𝒈𝒆 𝒅𝒂𝒊𝒍𝒚 𝒇𝒍𝒐𝒘 𝒓𝒂𝒕𝒆
 Purification yield
The purification yield is given by the following formula:
R=
𝑪𝒊−𝑪𝒇
𝑪𝒊
×100
With:
Ci: TSS concentration at plant inlet.
Cf : TSS concentration at plant outlet ([TSS]=35mg/l).
Précédent

Application of microalgae in wastewater treatment - 61/109

Suivant