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Sewage Treatment Plant (STP)
Waste Water Treatment (WWT)
Biological Anaerobic System
Cilegon, 13-14 Sept 2019
Dwi Handaya
E : info@dwihandaya.com
1
modul 04
Waste Water Treatment (WWT)
1.Introduction & characteristic
2.Regulation n test lab
3.Physical Chemical Treatment
4.Biological Treatment Anaerobic
5.Biological Treatment Aerobic
6.New technology
modul 04 2
www.dwihandaya.com
Basic Biological Treatment
Denitrification / Anoxic / Fakultative
+ 300
+ 200
+ 100
0
- 100
- 200
- 300 Aeration Timer (Increasing)
Aerobic organic
Carbon oxidation
Polyphosphate
Breakdown
Nitrification
Polyphosphate
Development
Sulfide
Formation
Acid
Formation
Methane
Formation
Anaerobic
ORP
DO
6
4
2
0
3
modul 04
4
Aerobic
system
1st
clarifier
2nd
clarifier
Waste
water
inlet
Water
outlet
Solid out
Sludge recycle
Anaerobic System
Anaerobic
system
Primary Treatment
Secondary Treatment
Tertiary Treatment
modul 04
5
Organic
Nutrient
Microbes
Aerobic
Microbes
Microbes
Microbes
H2O
Heat
CO2
BOD5
O2
DO MLVSS
Everyone need food
Organic
Nutrient
Microbes
Anaerobic
Microbes
Microbes
H2O
CH4
CO2
Consume of organic matter with microorganism
High
BOD5
High
COD
COD
O2
DO
Aerobic system
Anaerobic system
modul 04
6
Anaerobic System Users...
The 10 most important waste streams for
anaerobic treatment
336
207
159
136
87
76
71
71
65
58
0 50 100 150 200 250 300 350 400
1. Food
2. Beer
3, Domestic waste water
4. Alcohol ditilleries
5. Pulp and paper
6. Sugar
7. Organic solid waste
8. Chemicals
9. Manure codigestion
10. Beverages
company
type
number of plants
modul 04
7
Anaerobic
Treatment
modul 04
8
The Anaerobic System Development
<1970
Completely Stirred Tank Reactors
Single Vessel Flow
GAS
SVF / Lagoon
E-4
CSTR / Contact Process
GAS
IN
OUT
IN OUT
Recycle
Stirrer
Stirrer
modul 04
9
The Anaerobic System Development
1970
Anaerobic Filters
E-5 E-6
GAS GAS
packing packing
IN
IN
OUT OUT
recycle recycle
modul 04
10
The Anaerobic System Development
1980
Sludge Bed Reactors
E-5
GAS
UASB
E-7
GAS
Hybrid
IN
IN
OUT OUT
recycle
modul 04
11
The Anaerobic System Development
1990
2007
Fluidized Bed
E-8
GAS
EGSB
GAS
GAS
IC
GAS
Aquatyx
LIME
LIME
removal
IN IN IN IN
OUT OUT OUT OUT
recycle recycle recycle
internal
circulation
recycle
modul 04
12
Cattle Anaerobic
modul 04
13
Anaerobic concept
cover in ground anaerobic reactor
POME Anaerobic Waste Water
Capacity of FFB 40 ton/hour
Waste water flow (avg) 540 m3/day
Biogas produce 10,000 nm3/day
Power available 2.7 MW
modul 04
14
1.Methane gas production
2.Small footprint
3.Reduced bio sludge production
4.Reduced power consumption
5.Reduced chemical requirement
6.CDM (Clean Development Mechanism)
incentive of Kyoto Protocol (Bali Protocol)
7. Improved quality of treated effluent
The Benefit of
Anaerobic Systems
modul 04
15
waterindo.co.id
Benefit of Anaerobic Treatment
1. Biogas production ( 1 kg COD = 0.35 NM3 CH4 )
2. Small footprint (reduce approx 60 % of land )
3. Reduce bio solid waste
4. Saving energy and chemical
5. CDM revenue
modul 04
16
Above LEGAL
Limitation
150-250 ppm
Improve Technology
Aerobic
System
COD 2500 ppm
90%
COD 250 ppm
Aerobic
System
COD 2500 ppm
90%
COD 75 ppm
Anaerobic
System
70%
Methane
Gas Fuel
COD
750 ppm
Improvement
OK
250 ppm
modul 04
17
Model
Anaerobic
modul 04
18
The Anaerobic System Development
Volumetric Organic Loading
Biological Process VOL
(kg COD/m3/d)
Volume
(m3/ton COD.d)
Aerobic
Low Rate 0.2 – 0.5 2400
Moderate Rate 0.4 – 0.9 1400
High Rate 0.8 - 2 650
Anaerobic
CSTR (Complete Stirred
Tank Reactor)
1 - 5 333
Anaerobic Filter 2 - 6 260
UASB 4 - 12 100
EGSB / IC /Aquatyx 6 - 30 30 - 60
modul 04
19
Pilot Anaerobic System
modul 04
20
FLARE System
Biogas (Methane)
Flow 540 m3/d, COD 75000 ppm
Biogas produksi 20,000 nm3/hari
Covered
Anaerobic
Fan
V--1
V--2
V--3
I-1
1st knock out
drum
2nd KO
drum
variable
speed
FAN
by pass line
motor valve
methane
analyzer
Biogas
Flow
Flame
Arrester
FLARE
Gas Buang
modul 04
UASB Pharmaceutical
21
modul 04
UASB Anaerobic System
22 modul 04
VOL volumetric organic loading
modul 04 23
pond CSTR AF UASB Expanded
VOL kg.COD/m3.hari 0,20 0,50 2,00 3,33 5,00
Flow m3/hari 400 400 400 400 400 400
COD ppm 5.000 5.000 5.000 5.000 5.000 5.000
BOD ppm 2.500 2.500 2.500 2.500 2.500 2.500
COD load kg/hari 2.000 2.000 2.000 2.000 2.000 2.000
volume m3 10.000 4.000 1.000 600 400
HRT hari 25,0 10,0 2,5 1,5 1,0
Question & Discuss
Dwi Handaya, Ir. MK3
E : info@dwihandaya.com
24
modul 04

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04 biological anaerobic system.pptx

  • 1. Sewage Treatment Plant (STP) Waste Water Treatment (WWT) Biological Anaerobic System Cilegon, 13-14 Sept 2019 Dwi Handaya E : info@dwihandaya.com 1 modul 04
  • 2. Waste Water Treatment (WWT) 1.Introduction & characteristic 2.Regulation n test lab 3.Physical Chemical Treatment 4.Biological Treatment Anaerobic 5.Biological Treatment Aerobic 6.New technology modul 04 2
  • 3. www.dwihandaya.com Basic Biological Treatment Denitrification / Anoxic / Fakultative + 300 + 200 + 100 0 - 100 - 200 - 300 Aeration Timer (Increasing) Aerobic organic Carbon oxidation Polyphosphate Breakdown Nitrification Polyphosphate Development Sulfide Formation Acid Formation Methane Formation Anaerobic ORP DO 6 4 2 0 3 modul 04
  • 4. 4 Aerobic system 1st clarifier 2nd clarifier Waste water inlet Water outlet Solid out Sludge recycle Anaerobic System Anaerobic system Primary Treatment Secondary Treatment Tertiary Treatment modul 04
  • 5. 5 Organic Nutrient Microbes Aerobic Microbes Microbes Microbes H2O Heat CO2 BOD5 O2 DO MLVSS Everyone need food Organic Nutrient Microbes Anaerobic Microbes Microbes H2O CH4 CO2 Consume of organic matter with microorganism High BOD5 High COD COD O2 DO Aerobic system Anaerobic system modul 04
  • 6. 6 Anaerobic System Users... The 10 most important waste streams for anaerobic treatment 336 207 159 136 87 76 71 71 65 58 0 50 100 150 200 250 300 350 400 1. Food 2. Beer 3, Domestic waste water 4. Alcohol ditilleries 5. Pulp and paper 6. Sugar 7. Organic solid waste 8. Chemicals 9. Manure codigestion 10. Beverages company type number of plants modul 04
  • 8. 8 The Anaerobic System Development <1970 Completely Stirred Tank Reactors Single Vessel Flow GAS SVF / Lagoon E-4 CSTR / Contact Process GAS IN OUT IN OUT Recycle Stirrer Stirrer modul 04
  • 9. 9 The Anaerobic System Development 1970 Anaerobic Filters E-5 E-6 GAS GAS packing packing IN IN OUT OUT recycle recycle modul 04
  • 10. 10 The Anaerobic System Development 1980 Sludge Bed Reactors E-5 GAS UASB E-7 GAS Hybrid IN IN OUT OUT recycle modul 04
  • 11. 11 The Anaerobic System Development 1990 2007 Fluidized Bed E-8 GAS EGSB GAS GAS IC GAS Aquatyx LIME LIME removal IN IN IN IN OUT OUT OUT OUT recycle recycle recycle internal circulation recycle modul 04
  • 13. 13 Anaerobic concept cover in ground anaerobic reactor POME Anaerobic Waste Water Capacity of FFB 40 ton/hour Waste water flow (avg) 540 m3/day Biogas produce 10,000 nm3/day Power available 2.7 MW modul 04
  • 14. 14 1.Methane gas production 2.Small footprint 3.Reduced bio sludge production 4.Reduced power consumption 5.Reduced chemical requirement 6.CDM (Clean Development Mechanism) incentive of Kyoto Protocol (Bali Protocol) 7. Improved quality of treated effluent The Benefit of Anaerobic Systems modul 04
  • 15. 15 waterindo.co.id Benefit of Anaerobic Treatment 1. Biogas production ( 1 kg COD = 0.35 NM3 CH4 ) 2. Small footprint (reduce approx 60 % of land ) 3. Reduce bio solid waste 4. Saving energy and chemical 5. CDM revenue modul 04
  • 16. 16 Above LEGAL Limitation 150-250 ppm Improve Technology Aerobic System COD 2500 ppm 90% COD 250 ppm Aerobic System COD 2500 ppm 90% COD 75 ppm Anaerobic System 70% Methane Gas Fuel COD 750 ppm Improvement OK 250 ppm modul 04
  • 18. 18 The Anaerobic System Development Volumetric Organic Loading Biological Process VOL (kg COD/m3/d) Volume (m3/ton COD.d) Aerobic Low Rate 0.2 – 0.5 2400 Moderate Rate 0.4 – 0.9 1400 High Rate 0.8 - 2 650 Anaerobic CSTR (Complete Stirred Tank Reactor) 1 - 5 333 Anaerobic Filter 2 - 6 260 UASB 4 - 12 100 EGSB / IC /Aquatyx 6 - 30 30 - 60 modul 04
  • 20. 20 FLARE System Biogas (Methane) Flow 540 m3/d, COD 75000 ppm Biogas produksi 20,000 nm3/hari Covered Anaerobic Fan V--1 V--2 V--3 I-1 1st knock out drum 2nd KO drum variable speed FAN by pass line motor valve methane analyzer Biogas Flow Flame Arrester FLARE Gas Buang modul 04
  • 23. VOL volumetric organic loading modul 04 23 pond CSTR AF UASB Expanded VOL kg.COD/m3.hari 0,20 0,50 2,00 3,33 5,00 Flow m3/hari 400 400 400 400 400 400 COD ppm 5.000 5.000 5.000 5.000 5.000 5.000 BOD ppm 2.500 2.500 2.500 2.500 2.500 2.500 COD load kg/hari 2.000 2.000 2.000 2.000 2.000 2.000 volume m3 10.000 4.000 1.000 600 400 HRT hari 25,0 10,0 2,5 1,5 1,0
  • 24. Question & Discuss Dwi Handaya, Ir. MK3 E : info@dwihandaya.com 24 modul 04