chapter 12. membrane bioreactor (mbr)wemt.snu.ac.kr/lecture 2014-2/env/ch 12 mbr 2014-2학기... ·...
TRANSCRIPT
Why do we Need
Advanced Treatment & Processes ?
Although water resources are fixed,
1. The quality of available water resources steadily declines
2. New technology to detect contaminants developes
3. Environmental standards become more and more tight
4. Wastewater reuse becomes more and more important in line with climate
change
Global internal renewable resources per person per year (Source: GWI)
Climate Change Water Scarcity
•
•Water Quality & Quantity
• Water Pollution & Scarcity
(2050년 물부족 인구: 40억)
Climate Change Water Environment
3
Global warming
Source: USEPA
-The numerous scientists agree reality of global warming:
Glaciers are melting,
plants and animals are being forced from their habitat,
and the number of severe storms and droughts is increasing.
Global Water Shortage in 2025
- Water shortage population: 1.1 billions in 2005 and 3 billions in 2025.
- WHO reports that 3.4 million per year were killed by waterborne diseases in 2005
Very high stress
High stress
Mid stress
No stress
No data
Source : International water management institute
The life cycle of water quality
- Two of the most sustainable ways to create alternative water source:
1) Advanced wastewater treatment and reuse MBR Process
2) Seawater desalination RO Process
- Key for these treatment processes: Membrane Technology
Qualit
y of W
ate
r
Source
Usage
Wastewater
Water Reuse
Effluent
Time Sequence
• Agricultural : 74%• Municipal : 14%• Industrial : 12%
• Surface / Ground water : 3%• Seawater : 97%
(Global market 2005~2015,IDA report)
: Core business segment
• Advanced WWT• Reuse Treatment
• Conventional WWT*
• Desalination• Water Treatment
*Courtesy of Doosan heavy Industries and construction Co.
하폐수 유입 MBR 여과수
하폐수처리용
분리막
미생물
여과수
(음용수)
정수처리용
분리막
(중수도)
한강 원수
분리막 생물반응조(MBR, membrane bioreactor)
MBR과 물부족 문제
13
세계 MBR시장에서 새로운 기업체의 부상
• Kubota • Toray • Mitsubishi
• 코오롱• 한화건설• 대우건설• LG 전자• Lotte Chemical
• Econity
• Siemense• BASF-Inge• Veoilia• Suez
• GE-Zenon
Microdyn Nadir Norit – X-Flow Novasep SFCU Weisse WS Wehrle Umwelt A3 Water Solutions Berghof Huber Koch-Puron Martin Systems
세계 주요 MBR 업체
Frost & Sullivan, Global Membrane Bioreactor (MBR) Market,
2013
Global MBR Market: Treatment Volume and Revenue Forecast, 2008-2018
CAGR (2011-2018) = 22.4%
65 new refs/year
45 new refs/year
30 new refs/year
Total Municipal in Europe
About 2 millions e.p (0.5% population)
Global European MBR market
현재 MBR 시스템의단점 및 핵심장애물 (생물막형
성)
하폐수 유입 MBR 여과수
정밀여과막(MF)
/ 한외여과막(UF)
활성슬러지 반응조
RO 여과수
(음용수)
역삼투막(RO)
MBR여과수 (Permeate)
분리막 표면
“생물막(Biofilm)”
투수도(Water flux) 감소
(중수도)
RO 공정
MBR 시스템의 핵심 장애물
낮은 투수도 : 10~20 L/m2h
짧은 막 수명 : 3-5 년
높은 에너지 소모 : 0.3~0.6 kWh/m3
높은 설치비 및운전비
18
Various approaches to biofouling control in MBR
Biofouling control
•New material
•Surface modification
• New module
Membrane
DevelopmentChemical Physical Biological
•Chemical cleaning
•Chemical additives
(activated carbon,
ozone, etc.)
•Critical flux
•Flow regime
•Hydrodynamics
•Back flushing
•Intermittent aeration
•SRT, DO, MLSS
•Quorum quenching
•Disruption of EPS
0
100
200
300
400
500
600
700
800
# o
f p
ap
ers
in
mem
bra
ne w
ate
r &
w
aste
wate
r tr
eatm
en
t
MBR
PRO
FO
NF
RO
Etc.
# of papers of membranes for water & wastewater treatment (1994 ~ 2012)
FeedPermeate
MembranePhase 1 Phase 2
Driving force(∆C, ∆P, ∆T, ∆E)
Driving forces for membrane separation
- Conventional Activated Sludge (CAS)
Sedimentation
Tank
Influent Effluent
Returned SludgeWasted Sludge
Activated Sludge
Reactor
Permeate(Effluent)
Retentate
Membrane Unit
Activated Sludge
Reactor
Influent
- Membrane Bioreactor (MBR)
CAS vs. MBR
MBR operation mode ( Side Stream vs. Submerged )
Side stream (Crossflow) MBR Submerged (dead-end)MBR
a) Traditional wastewater treatment
(전통적인 생물학적 처리공정)
b) External crossflow and side stream
(외부 십자흐름 분리형)
c) Internal submerged (내부 침지형)
d) External submerged
(분리 침지형)
Types of MBR
1) Microbial flocs are completely rejected by a membrane so that
bacteria which would carry over from the settling tank in CAS are
retained in the reactor.
selection of bacteria is no more based on settleability
sludge bulking is no more problem.
settleability of the sludge is no more an important design
parameter
Characteristics of MBR
2) It is possible to increase the biomass concentration up to 20
or 30 g/L3 and to strongly mix the aeration tank with eventual
breakage of the flocs (Pinpoint floc).
Characteristics of MBR
3) As a consequence of retaining high biomass concentration,
the substrate utilization rate increases thus allowing more
compact equipment ( smaller hydraulic residence time )
4) Higher biomass concentration means longer sludge age (SRT)
with beneficial effects on the efficiency and on net sludge
production.
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5) MBR operation under side stream mode generally needs
high shear stress resulting in floc breakage (Pinpoint floc) and
production of microflocs which make more efficient the oxygen
and substrate transfer.
6) The small particles and the colloids less easily degradable
than solutes are rejected by the membrane and stay in the
aeration tank until they are in good conditions for being
degraded
7) The quality of the treated water is not only due directly to
the membrane but also indirectly to the different and more
efficient conditions in the bioreactor.
Characteristics of MBR
8) The biological reactor may be considered as a Continuous Stirred
Tank Reactor (CSTR ).
9) The membrane is continuously in contact with a suspension containing
two fractions :
i) the microflocs ( size 10 to 100 ㎛)
ii) the interstitial liquid which quality is almost that of the biologically
treated water
The physicochemical interactions between membrane and broth
constituents give rise to membrane fouling.
Characteristics of MBR
Advantages of MBR
1) Small Hydraulic Residence Time (HRT)
Compactness of Reactor
2) Large Sludge Residence Time (SRT)
High concentration of microorganisms
High efficiency of BOD removal
small excess sludge production
enhancement of slow growing bacteria
Almost complete nitrification
3) Complete rejection of microbial flocs and colloids
High quality of treated water
Effluent of very low turbidity
highly effective disinfection