2 MATERIAL AND METHOD
2.1 Test Devices
The test device was shown in Figure 1. The effective
volumes of reactors were both 36L. The size of the
SBR was 300mm long, 300mm wide and 500mm
high. MPSR included two parts, the main reaction
zone and micro-pressure zone. The main reaction
zone was a diameter of 900mm and 90mm wide, and
the micro pressure zone was 130mm long, 90mm
wide and 400mm high. The flow rate of MPSR
gradually decreased from outside to inside, and the
concentration of DO also showed an obvious gradient
change from outside (2.02mg/L) to inside (lower than
0.05mg/L) (Bian 2020). SBR sludge was sampled
about 200mm below the liquid level, and MPSR
sludge was sampled from the mixed liquid at the nine
points in Figure 1. The inoculated sludge was taken
from an aeration tank of a sewage treatment plant at
Changchun, and the initial sludge concentration of the
mixed liquid was 2000mg/L. After aeration culture,
the sludge was evenly divided into two reactors
(abbreviated as R).
(a)SBR (b)MPSR
Figure 1: Test devices
2.2 Experiment Water Quality
The synthetic wastewater was used to simulate
domestic sewage, which including nutrients and trace
elements required by microorganisms from beef
extract, peptone, starch and etc. The concentration of
main water quality indexes was shown in Table 1.
Table 1: Influent water quality.
Index Range Average
COD/mg·L
-1
305.2~386.0 338.1
NH
4
+
-N/mg·L
-1
29.8~36.4 31.4
TN/mg·L
-1
32.1~38.6 34.2
TP/mg·L
-1
2.5~4.5 3.2
2.3 Operating Condition
The two reactors were operated for two cycles every
day, with cycle time of 12h including 8h of aeration
(initial 5min of feeding), 3h of sedimentation, 10min
of drainage and 50min of free time. The aeration
capacity was 1.5L/min, and the operating temperature
was (20±1) ℃. The sludge residence time (SRT) was
22d, and the drainage ratio was 0.5. The two systems
operated stably for 30 days. During the operation, the
average removal rates of COD, NH
4
+
-N, TN and TP
of SBR were 92.0%, 98.8%, 66.3% and 95.8%
respectively, while 94.0%, 98.8%, 75.6% and 98.6%
in MPSR.
2.4 High-throughput Sequencing
Total genomic DNA samples were extracted using the
OMEGA Soil DNA Kit (M5635-02) (Omega Bio-
Tek, Norcross, GA, USA), following the
manufacturer’s instructions, and stored at -20°C prior
to further analysis. The quantity and quality of
extracted DNAs were measured using a NanoDrop
NC2000 spectrophotometer (Thermo Fisher
Scientific, Waltham, MA, USA) and agarose gel
electrophoresis, respectively.
The extracted DNA was amplified with two-step
PCR, with sample-specific 16-bp barcodes were
incorporated into the forward and reverse primers for
multiplex sequencing in the second PCR step. A total
of PCR amplicons were purified with Agencourt
AMPure Beads (Beckman Coulter, Indianapolis, IN)
and quantified using the PicoGreen dsDNA Assay Kit
(Invitrogen, Carlsbad, CA, USA). After the
individual quantification step, amplicons were pooled
in equal amounts, and Single Molecule Real Time
(SMRT) sequencing technology was performed using
the PacBio Sequel platform at Shanghai Personal
Biotechnology Co., Ltd (Shanghai, China).
3 RESULTS AND DISCUSSION
3.1 Microbial Alpha Diversity Analysis
The statistical results of the samples were shown in
Table 2. It showed Chao1 of MPSR was the largest,
followed by R and SBR, indicating that the
population abundance in MPSR is the highest. The
order of Shannon and Simpson value was R > MPSR
> SBR, indicating that the community diversity of
MPSR was better than SBR. The good's coverage
values of the three samples all reached 0.94, which