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International Conference “Thai Water 2013: Water for the Future”
Decentralized Domestic Wastewater Treatment in Asia
Tetsuo KuyamaManager (Water Resource Management)Natural Resource and Ecosystem Services AreaInstitute for Global Environment Strategies (IGES)
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
2
Sanitary Condition in Asian Countries
Proportion of population using improved sanitary facilities
Urban Area Rural Area
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
Change of Domestic Water Use in Asia
Year
Mun
icipal W
ater W
ithdraw
per
person
(m3/pe
rson
/yr)
3
Source: FAO, AQUASTAT
Change of water withdrawal per person for domestic purpose
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
Impact of Domestic Wastewater on Water Environment
4
0%
20%
40%
60%
80%
100%
Japan[Tokyobay,Ise bay and Seto
inland sea](2009)
Korea[Han River and Paldang
reservoir/Seoul]
Indonesia[Brantas River Basin/East
Java](1994)
Phillippine(1998‐2000)
Vietnam[DongNai River/HCMC]
(2005)
% of B
OD Loa
d
County[area](Year)
Others
Industrial
Domestic
BOD/COD Pollution Source by Sector in Selected Asian Countries/Areas
COD BOD BOD BOD BOD
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
5
Impact of Grey Water on Water Environment
BOD load from different source of domestic wastewater in Thailand and Japan
BO
D P
ollu
tion
load
(g/c
ap/d
ay) 88%
68%
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
6
On‐site Treatment
Treatment system to collect, treat and discharge domestic wastewater from
individual households without the use of
community‐wide sewers
(such as septic tank, Johkasou)
Cluster Treatment
Wastewater collection and treatment system
for two or more households but less
than an entire community (such as community based treatment plant)
Methodology for Domestic Wastewater Treatment
Centralized TreatmentWastewater collection and
treatment system for more than two communities
(sewerage treatment plant)
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
7
Centralized Treatment Facility in Asian Countries
Beijing(1 million m3/day : Activated Sludge)
Kathmandu(16 thousands m3/day:
Oxidation Ditch)
Jakarta(45 thousands m3/day:
Oxidation Pond)
HCMC(30 thousands m3/day:
Oxidation Pond)
Suphan Buri (11 thousands m3/day: Stabilization pond)
Urumqi(10 thousands m3/day:
Oxidation Ditch)
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
8
Centralized Treatment Coverage in Asian Countries
Service coverage ratio of sewerage treatment in selected Asian countries
0
20
40
60
80
100K
orea
(200
9)
Japa
n(20
10)
Chi
na(2
010)
*
Mal
aysi
a(20
10)*
*
Thai
land
(200
8)
Vie
tnam
(201
0)
Phi
lippi
ne(2
010)
Mya
nmm
er(2
010)
Nep
al(2
010)
Indo
nesi
a(20
10)
Cam
bodi
a(20
10)
Laos
(201
0)
Sri
Lank
a(20
10)
Sewerage Treatm
ent C
overage (%)
Country(Year)
Sewerage TreatmentCoverage(Black Water and GreyWater)
*Chinese data is only for urban area**Except in Saba h and Sawawak province
Less than 5%
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
9
Challenge in Centralized Approach
Source:Human Development Report 2006, UNDP
Cost of different domestic wastewater treatment methods
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
10
0 10 20 30 40 50 60 70 80 90
100
0 10,000 20,000 30,000 40,000
Sewerage reatmen
t Ratio(%
)
GDP per Capita (USD)
JapanKorea
China
Malaysia
Thailand
Phillippine
Indonesia*Coverage ratio of China is only for urban area
Challenges in Centralized Approach
Relationship between sewerage treatment ratio and GDP per capita in selected Asian countries as of 2010(except for Korea (2009) and Thailand(2008))
Range of GOD per Capita in otheWEPA countries
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
11
On‐site Treatment
Treatment system to collect, treat and discharge domestic wastewater from
individual households without the use of
community‐wide sewers
(such as septic tank, Johkasou)
Cluster Treatment
Wastewater collection and treatment system
for two or more households but less
than an entire community (such as community based treatment plant)
Possibility of Decentralized Domestic Wastewater Treatment in Asia
Centralized TreatmentWastewater collection and
treatment system for more than two communities
(sewerage treatment plant)
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
Anaerobic Process Aerobic Process
On‐siteTreatment
Septic Tank(Thailand) Johkaso (Japan)
ClusterTreatment
SANIMAS(Indonesia)
Small scale of sewerage treatment plant (China)
12
Diversity in Methodology of Decentralized Domestic Wastewater Treatment in Asia
Examples of Decentralized Domestic Wastewater Treatment observed in Asian Countries
Case 1 Case 2
Case 3 Case 4
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
13
Septic Tank (Thailand)
Case 1 : Onsite/Anaerobic
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
14
Malaysia (2010) 20%Vietnam (2008) 41%Indonesia (2012) 53%Cambodia (2008) 43%Manila/Philippine (2010) 71%
Septic Tank Coverage Population in selected Asian Countries
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
Background(Thailand)
15
Sewer service area
No sewer service area
21 %
79 %
Wastewater treatment facility Night
soil treat‐ment facility
Land
fills, agricultural field, w
aterways
30 % 70 %
70 % of collected night soil is disposed to environment
Source: Dr. Suwanna (2012, WEPA international workshop, Cambodia)
Septic Tank
Septic Tank
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
Water Quality : Influent and Effluent of Septic Tank
16
Source: Dulyakasem, S., et. al., 2013. Determinations of Blackwater characteristics and sludge accumulation rates in Decentralized Wastewater Treatment Systems (DEWATs) in Thailand
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
Removal Rate (BOD) of Septic Tank
17
InfluentBOD load
115g/Cap/Day
Black Water14 g
Grey Water
101 g
EffluentBOD load
108g/Cap/Day
Septic TankBOD removal rate
52%for Black Water
6%for Black and Grey
Water
Treatetd Water
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
Cost of Septic Tank in Thailand
18
Source: Dr. Suwanna (2012, WEPA international workshop, Cambodia)
Items CostPrice of commercial septic tank for 5 persons
3,000 – 12,000 Baht(100 ‐ 400 USD)
Septage collection fee by Local Government Authorities (LGAs)
First cubic meter desludging 250 Baht/ m3(8 USD/ m3)
Subsequent cubic meter (less than half)
150 Baht/ m3 (5 USD/m3)
(more than half) 250 Baht/ m3 (8 USD/ m3)
Cost of commercial septic tank and septage collection fee in Thailand
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
19
Johkasou (Japan)
Case 2 : Onsite/Aerobic
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
20
Case 2
Johkaso (Japan)
Onsite/AerobicSewerage treatment system (Centralized treatment)
Night soil collection
Johkasou
Population Coverage by Type of Domestic Wastewater Treatment in Japan
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
Treatment process for Johkasou
21
• Wastewater is treated biochemically by the catabolism of microorganisms such as bacteria and metazoan organism. Anaerobic filter‐contact aeration process is mainly used for Johkasou in Japan
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
22
0 100,000 200,000 300,000 400,000
x≦ 55<x≦ 10
10<x≦ 1515<x≦ 2020<x≦ 3030<x≦ 4040<x≦ 5050<x≦ 6060<x≦ 9090<x≦ 120
120<x≦ 160160<x
Number of SamplesBO
D level o
f Effluen
t(mg/l)
The Quality of Effluent from Johkasou
Results of Annual Inspection for Johkasou as of 2011
85 %<20mg/l
(Effluent Standard)
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
Effect of Environmental Improvement by Johkasou
23
InfluentBOD load
40g/Cap/Day
Black Water
13 g
Grey Water
27 g
EffluentBOD load
4g/Cap/Day
JohkasouBOD removal rate
90%
Treated Water
23
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
Cost for Installation and Operation/Maintenance of Johkasou
24
Items Cost(US$)
Installation 9,061
Operation and Maintenance (Annual) 701
Maintenance 227
Desludging 280
Electricity 140
Inspection 54
An Example of Installation and Maintenance Cost for a Johkasou(5PE: Population Equivalent)
Exchange rate: 1 USD ≒ 92.7JPY
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
25
SANIMAS (Indonesia)
Case 3: Cluster/Anaerobic
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
26
0
100
200
300
400
500
600
2003 2004 2005 2006 2007 2008 2009 2010 2011 2012
Num
ber o
f Facilo
ties
Year
Increase of SANIMAS Facilities in Indonesia
Source: PU Indonesia (2013)
SANIMAS: Community Based Sanitation Program
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
27
• Anaerobic Baffled Bioreactor and Anaerobic Biofilter are widely used for SANIMAS in Indonesia
Treatment Process for SANIMAS
Anaerobic Baffled Bioreactor
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
0 20 40 60 80 100
x≦ 55<x≦ 10
10<x≦ 1515<x≦ 2020<x≦ 3030<x≦ 4040<x≦ 5050<x≦ 75
75<x≦ 100100<x≦ 120120<x≦ 160
160<x
Number of Sample
BOD level o
f effluen
t (mg/L)
28
The Quality of Effluent from SANIMAS
Results of Inspection for SANIMAS as of 2012
95 %<100 mg/l (Effluent Standard)
(37%<20mg/l)Source: MOE Indonesia
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
Cost for Installation and Operation/Maintenance of SANIMAS
29
Items Cost
Installation 400,000,000Rp(40,680USD)
Annual Fee for SANIMAS User(per household)
6.0‐12.0 USD
Installation Cost and Annual Fee for SANIMAS
(200PE: Population Equivalent)
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
30
Small Scale of Sewerage Treatment Plant (China)
Case 4 :Cluster/Aerobic
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
31
Domestic Wastewater Treatment in Rural China
Source: statics on construction in city, town and villages (2007)
City Town Villages
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
32
Cooperation Project between Japan and China
Dali Baizu autonomous prefecture, Yunnan province(1) Xiangyangxi village, Wanqiao town, Dali city
Chongqing city(1) Baiyang town, Wanzhou district(2) Maguan town, Zhong prefecture
Harbin city, Heilongjiang province(1) Dongsheng Village, Nangang District
Project sites in 2008
Project sites in 2009
Project sites in 2010
Taizhou city, Jiansu province(1) Zhaojia new village, Xinghua city(2) Dongbei village, Xinghua city
Xinjiang (Weiwuer) autonomous region(1) Shuixigou town, Wulumuqi prefecture, Wulumuqi city
Zhangjiakou City ,Hebei Province(1) Saibei Administration District
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
33
Concept of Applied Treatment Process
sedimentationseparation
contact aeration multi-soil layer treatment
Constructed wetland
Primary Treatment
Discharge/Reuse
Sludge Treatment (for Reuse)
composting
(drying)
Secondary Treatment
Tertiary Treatment
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
34
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
35
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
36
BOD Level of Influent and Effluent Water
Maguan town (Chongqing city) Baiyang town(Chongqing city)
Zhaojia new village (Jiangsu province) Dongbei village (Jiangsu province )
0
100
200
300
400
500
600
700
Sep Oct Nov Dec Jan Feb Mar Apr May
mg/L
Influent
Effluent
Standard(30 mg/l)
0
50
100
150
200
250
300
350
Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun
mg/L
Influent
Effluent
Standard(30 mg/l)
0
20
40
60
80
Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun
mg/L
Influent
Effluent
Standard(20 mg/l)
0
20
40
60
80
Aug Sep Oct Nov Dec Jan Feb Mar Apr May
mg/L
Influent
Effluent
Standard(20 mg/l)
BOD Reduction: 62‐97 % BOD Reduction: 43‐98 %
BOD Reduction: 64‐95 % BOD Reduction: 66‐97 %
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
37
No Site Population Capacity(m3/day)
Treatment process
Construction Cost
Operational Cost(Year)
1Maguan town (Chongqing city)
6,000 500Active sludge + Constructed Wetland
4.98 million CNY(805,000USD)
85,732 CNY(13,858USD)
2Baiyang town(Chongqing city)
6,000 600
Contact Aeration+ Constructed Wetland
2.35 million CNY(380,000USD)
53,750CNY(8,688 USD)
3Zhaojia new village (Jiangsu province)
750 150 Contact Aeration1.61 million CNY(260,000USD)
35,925CNY(5,807USD)
4Dongbei village (Jiangsu province )
200 40 Contact Aeration0.59 million CNY(95,000USD)
30,138CNY(4,871USD)
Installation Cost and Annual Operational Cost for Constructed Facilities
Cost for Installation and Operation/Maintenance
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
38
Summary
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
39
Treatment Methodology Effluent Quality (BOD)
BOD reduction Rate(%)
Construction Cost (USD/population)
Annual Operational Cost/Fee
(USD/population)
On-site treatment (Anaerobic)Septic Tank (Thailand)
658-1,1576%
(black water 52%)
20-40 -
On-site treatment (Aerobic)Johkasou (Japan)
-(<20mg/l: 85%)
90% 1,812 140
Cluster treatment (Anaerobic)SANIMAS (Indonesia)
1-264(<20mg/l: 37%)
- 203 1.5-3
Cluster treatment (Aerobic)Small Scale of Sewerage Treatment Plant (China)
1-33(<20mg/l: 82%)
43-98% 63-475 1.4-24
Effluent Quality/Reduction Rate and Cost of Different Decentralized Domestic Wastewater Treatment Methodologies
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
40
Other factors to be considered
Following factors should be considered for theinstallation of decentralized domestic wastewatertreatment
•Required land area
•Detention time
•Lifetime of facility
•Optimum temperature
•Required skills for O&M
•Others
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
41
Conclusion
• Impact of Grey Water to the Water Environment should be paid more attention.
• Appropriate decentralized domestic wastewater treatment
technology should be decided considering natural/socio‐economical condition and level of development at the site.
• How to maintain the decentralized facilities is also important issue for sustainable management of the decentralized domestic wastewater treatment system.
Tetsuo Kuyama IGES | http://www.iges.or.jp 7 June 2013 International Conference “Thai Water 2013: Water for the Future”
International Conference “Thai Water 2013: Water for the Future”
42
Water Environmental Partnership in Asia (WEPA)
WEPA consists of partners in 13Asian countries1. Democratic Socialist Republic of Sri Lanka (Sri Lanka)
2. Federal Democratic Republic of Nepal (Nepal)
3. Japan (Japan)
4. Kingdom of Cambodia (Cambodia)
5. Kingdom of Thailand (Thailand)
6. Lao People's Democratic Republic (Lao PDR)
7. Malaysia (Malaysia)
8. People's Republic of China (China)
9. Republic of Indonesia (Indonesia)
10. Republic of Korea (Republic of Korea)
11. Republic of the Philippines (Philippines)
12. Socialist Republic of Viet Nam (Viet Nam)
13. Union of Myanmar (Myanmar)
WEPA Database
www. wepa‐db.net