Biomedical Engineering Reference
In-Depth Information
Influent
Ana1
Ana2
Ano1
Ano2
Aer1
Aer2
Effluent
10.0
9.0
8.0
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
1 2 3 4 5 6 7 8 9 1011121314151617181920212223
Operation Time(d)
(c) SRT 15d
Figure 2. TP profiles under different SRT operations; HRT=6h.
The process performed normally when SRT was 10d, during which operation time
average COD, TN, TP removal efficiency were 64%, 65% and 84% respectively and average
effluent TP concentration was 0.8 mgL -1 (figure 2(a)). PAO deactivation was observed when
SRT was 30d, where TP removal efficiency was down to 55% and average effluent TP
concentration was increased to 2.1 mgL -1 (figure 2(b)), which was much higher than
discharging limit (1.0 mgL -1 ) according to Discharging Standards for Chinese Urban WWTPs
(GB18918-2002) first grade (B). Falling temperature accounted for part of PAO deactivation
Influent
Ana1
Ana2
Ano1
Ano2
Aer1
Aer2
Effluent
10.0
9.0
8.0
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
1234567891011121314151617181920212223
Operation Time(d)
(a) HRT 6h
Figure 3. Continued on next page.
Search WWH ::




Custom Search