Assessment of secondary metabolites in Pennisetum purpureum planted into constructed wetlands using shale and laterite as substrate for wastewater treatment
Heliyon,
Journal Year:
2024,
Volume and Issue:
10(13), P. e33284 - e33284
Published: June 18, 2024
Constructed
wetlands
(CWs)
are
systems
designed
to
maximize
pollutants
removal
by
various
mechanisms,
most
of
which
associated
with
the
presence
plants.
However,
substances
secreted
plants
defend
themselves
against
external
aggressions
during
their
growth
very
little
studied
in
these
systems.
This
study
aimed
characterize
chemical
constituents
Pennisetum
purpureum
extracts
used
an
experimental
mesocosm
filled
shale
and
laterite
treating
domestic
wastewater.
Above-ground
biomass,
strain
diameter
secondary
metabolites
P.
grown
on
different
substrates
(shale
laterite)
were
monitored,
as
those
site
(control).
In
addition,
performance
oxygen
demand
(COD),
biochemical
(BOD5),
total
Kjedahl
nitrogen
(TKN)
Total
Phosphorus
(TP)
was
determined
at
outlet
CWs.
Plant
biomass
measured
bed
(13.7
±
0.5
kg
m−2)
higher
than
(12.5
0.1
m−2),
both
lower
obtained
natural
environment
(14.9
0.6
m−2).
Performances
ranged
from
83
5.4
76.9
7
%
84.7
6.8
78
8.1
72.2
10.7
55.5
16.4
(NTK)
72.4
4.9
58.4
3.4
(TP),
efficiencies
shale-filled
bed.
richer
(total
polyphenol
[73.5
mgEAG/gMS],
flavonoids
[18.1
mgEQ/gMS]
condensed
tannin
[13.3
mgEC/gMS])
more
(57.7
mgEAG/gMS),
(12.1
mgEQ/gMS)
(12
mgEC/gMS)
laterite-filled
short,
wastewater
filtration
materials
have
influence
secretion
plant
metabolites.
two
materials,
seems
be
better
suited
CWs,
it
promotes
close
environment.
Language: Английский
Study on Operation Effect of Two-Stage MSL System for Rural Decentralized Sewage Treatment
Qingtao Hu,
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Anhong Bao,
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Zenan Niu
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et al.
Water,
Journal Year:
2024,
Volume and Issue:
16(22), P. 3204 - 3204
Published: Nov. 8, 2024
To
improve
the
removal
efficiency
of
rural
domestic
sewage,
a
two-stage
multi-soil-layer
sewage
treatment
system
with
an
“aeration
section
+
non-aeration
section”
was
designed,
and
its
performance
observed
under
different
influent
loads
aeration
intensities.
The
experiment
ran
for
total
150
days,
results
showed
that
(MSL)
could
effectively
reduce
effluent
concentration
to
meet
discharge
standards.
Under
operating
conditions
hydraulic
load
1000
L·m−2·d−1
air–water
ratio
4:1,
final
average
concentrations
COD,
NH3-N,
TN,
TP
were
106.5
mg·L−1,
7.4
13.9
0.12
18.6
respectively,
rates
85.3%,
82%,
72.5%,
96%,
85%.
A
longer
retention
time
ideal
anoxic
ensured
by
designing
certain
height
in
system.
Adding
allowed
synchronous
nitrification–denitrification
reaction
reasonable
loads,
ultimately
enabling
Language: Английский