218
A. Z. Yaser and N. N. Safie
Table 4
(continued)
TOF
Sewage treatment (s)
Source of sewage
T ( o
C)
HRT
Pollutant removal(%)
Reference
Bioaugmentation
(Scenedesmus
quadricauda
SDEC-13)
Shandong University,
China
25
NA
TN, TP, Nitrate, NH
3 :
< 90
Jiang et al. (2018)
Phytotreatment (Plants:
Brassica napus
(rapeseed), Glycine max
(soybean) and
Helianthus annuus
(sunflower))
Padova University, Italy 24
7d
N: 80
P: 90
COD: 90
Lavagnolo et al. (2017)
Combined
treatment
Subsurface infiltration
(SWI) system
Shenyang University,
China
0–10
NA
COD: 87.5
TP: 91.8
TN: 80.1
NH
3 -N: 86.9
Cirelli et al. (2012)
Dual membrane
filtration
(UF
+ RO)
Scottsdale Water
Campus, Arizona
5–40
NA
Turbidity: 96.41
SS: 88.33
Color: 50
Zhang et al. (2009)
Membrane bioreactor
(MBR)
North China University,
Zhengzhou, China
NA
NA
COD: 82.6
NH
3 -N: 72.2
Sun and Shi (2014)
Constructed Wetlands
coupled with
photocatalytic
ozonation
(Plants: Hymenachne
grumosa
(Nees)Zuloaga)
Universidade de Santa
Cruz do Sul, in Santa
Cruz do Sul, state of Rio
Grande do Sul, Brazil
NA
Phase 1: 1.87 d for
Phase 2:
7 d
COD: 62.1
BOD: 88.7
TKN: 27.6
NH
3 -N: 27.1
TP: 63.4
Horn et al. (2014)
RT—Room temperature
HRT—Hydraulic retention time
TOF—Types of treatments