Anaerobic municipal wastewater treatment:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Abschlussarbeit Buch |
| Sprache: | English |
| Veröffentlicht: |
Hannover
Inst. für Siedlungswasserwirtschaft und Abfalltechnik
2005
|
| Schriftenreihe: | Veröffentlichungen des Institutes für Siedlungswasserwirtschaft und Abfalltechnik der Universität Hannover
133 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | Getr. Zählung Ill., graph. Darst. |
| ISBN: | 3921421624 |
Internformat
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| 490 | 1 | |a Veröffentlichungen des Institutes für Siedlungswasserwirtschaft und Abfalltechnik der Universität Hannover |v 133 | |
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Datensatz im Suchindex
| _version_ | 1804134591449006080 |
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| adam_text | VEROFFENTLICHUNGEN DES INSTITUTES FUR SIEDLUNGSWASSERWIRTSCHAFT UND
ABFALLTECHNIK DER UNIVERSITAT HANNOVER ANAEROBIC MUNICIPAL WASTEWATER
TREATMENT DR.-ING. WALID SAYED ABDEL-HALIM HANNOVER 2005 LEFT 133 ULB
DARMSTADT ILLLLLLLLLLLLLLLLLLLLLL 16116912 CONTENTS CONTENTS 1
INTRODUCTION AND STUDY OBJECTIVES 1-1 1.1 MUNICIPAL WASTE (WATER)
TREATMENT SITUATION IN DEVELOPING AND DEVELOPED COUNTRIES 1-1 1.2
SUSTAINABLE TECHNOLOGIES FOR WASTEWATER TREATMENT 1-5 1.3 ANAEROBIC
TECHNOLOGY FOR WASTEWATER TREATMENT 1-6 1.3.1 HISTORY 1-6 1.3.2
APPLICATION OF ANAEROBIC TECHNOLOGY 1-7 1.3.3 BENEFITS AND DRAWBACKS OF
ANAEROBIC MUNICIPAL WASTEWATER TREATMENT 1-10 1.4 RESEARCH APPROACH 1-12
1.5 STUDY OBJECTIVES 1-14 2 BACKGROUND AND LITERATURE REVIEW 2-1 2.1 IN
GENERAL 2-1 2.2 CONVERSIONS DURING THE ANAEROBIC BIODEGRADATLON PROCESS
2-2 2.2.1 HYDROLYSIS 2-3 2.2.2 ACIDOGENESIS 2-4 2.2.3 ACETOGENESIS 2-5
2.2.4 METHANOGENESIS 2-6 2.3 MICROBIOLOGY OF ANAEROBIC DIGESTION 2-8
2.3.1 BACTERIA INVOLVED IN THE PROCESS 2-8 2.3.1.1 FERMENTATIVE BACTERIA
2-8 2.3.1.2 HYDROGEN-PRODUCING ACETOGENIC BACTERIA 2-8 2.3.1.3
HOMOACETOGENIC BACTERIA 2-9 2.3.1.4 METHANOGENIC BACTERIA 2-9 2.3.1.5
SULFATE-REDUCING BACTERIA 2-10 2.3.2 BACTERIAL METABOLISM AND DECAY 2-10
2.3.2.1 BACTERIAL METABOLISM 2-10 2.3.2.2 BACTERIAL DECAY 2-12 2.4
FACTORS AFFECTING THE ANAEROBIC PROCESS 2-13 2.4.1 WASTEWATER RELATED
FACTORS 2-13 2.4.2 ENVIRONMENT RELATED FACTORS 2-18 2.5 FACTORS
INHIBITING THE ANAEROBIC PROCESS 2-22 2.5.1 TOXIC COMPOUNDS RELATED
INHIBITION 2-22 2.5.2 LCFA RELATED INHIBITION 2-23 2.5.3 PH RELATED
INHIBITION 2-24 2.5.4 HYDROGEN-SULFIDE RELATED INHIBITION 2-25 CONTENTS
II 2.5.5 AMMONIA RELATED INHIBITION 2-28 2.6 TYPES OF ANAEROBIC REACTORS
2-30 2.6.1 LOW RATE REACTORS 2-30 2.6.1.1 SEPTIC TANKS 2-30 2.6.1.2
IMHOFFTANK 2-31 2.6.1.3 ANAEROBIC FILTERS FIXED BED REACTORS 2-31
2.6.2 HIGH RATE REACTORS 2-32 2.6.2.1 FLUIDIZED BED REACTORS 2-32
2.6.2.2 EXPANDED GRANULAR SLUDGE BED REACTORS 2-32 2.6.2.3 HYBRID
REACTORS 2-33 2.6.2.4 ANAEROBIC CONTACT REACTOR 2-3 3 2.6.2.5 UP-FLOW
ANAEROBIC SLUDGE BLANKET (UASB) REACTORS 2-34 2.7 ANAEROBIC MUNICIPAL
WASTEWATER TREATMENT BY UASB REACTOR 2-35 2.7.1 ADVANTAGES AND
DISADVANTAGES OF UASB-REACTOR 2-36 2.7.2 DESIGN CRITERIA OF UASB REACTOR
2-37 2.7.3 CONSTRUCTION OF UASB REACTOR 2-42 2.7.4 START-UP OF UASB
REACTOR 2-43 2.7.5 UASB PERFORMANCE 2-44 2.7.5.1 OPERATIONAL FACTORS
AFFECTING UASB PERFORMANCE 2-45 ORGANIC LOADING RATE 2-45 UP-FLOW
VELOCITY 2-45 MIXING INTENSITY 2-45 2.8 OPTIONS FOR POST TREATMENT OF
ANAEROBICAILY TREATED WASTEWATER 2-46 2.8.1 ACTIVATED SLUDGE 2-48 2.8.2
AERATED BIOFILTERS 2-48 2.8.3 EXPANDED GRANULAR SLUDGE BED REACTOR 2-49
2.8.4 ROTATING BIOLOGICAL CONTACTOR (RBC) 2-49 2.8.5 DISSOLVED AIR
FLOTATION (DAF) 2-50 2.8.6 CHEMICAL POST TREATMENT 2-51 2.8.7 TRICKLING
FILTERS 2-51 2.8.8 WASTEWATER STABILIZATION PONDS 2-52 2.8.9 POLISHING
PONDS 2-54 2.8.10 CONSTRUCTED WETLANDS 2-54 2.8.11 AQUATIC FARMING
SYSTEMS 2-55 2.8.12 LAND TREATMENT 2-56 2.9 BIOGAS HANDLING AND
UTILIZATION 2-58 2.10 FINANCIAL AND ECONOMIC ISSUES OF ANAEROBIC
TREATMENT 2-60 2.11 RESULTS OF PAST EXPERIENCE WITH UASB REACTOR FOR
MUNICIPAL WASTEWATER TREATMENT 2-61 CONTENTS ML 2.11.1 IN LAB AND
PILOT-PLANT SCALE 2-61 2.11.2 IN FULL SCALE PLANTS 2-61 3 MATERIALS AND
METHODS 3-1 3.1 WORK PLAN 3-1 3.2 DESCRIPTION OF EXPERIMENTAL WORK 3-3
3.2.1 LAB SCALE EXPERIMENTS 3-3 3.2.1.1 TRIPHENYLTETRAZOLIUMCHLORIDE
(TTC)-TEST 3-3 3.2.1.2 ANAEROBIC BATCH TESTS (ABT) 3-6 3.2.1.3 ANAEROBIC
FED BATCH TESTS (AFBTS) 3-14 3.2.2 PILOT SCALE EXPERIMENTS 3-18 3.2.3
ANALYTICAL METHODS AND STANDARDS 3-26 3.3 MATHEMATICAL MODELING 3-27
3.3.1 INTRODUCTION 3-27 3.3.2 MODEL METHODOLOGY 3-30 4 RESULTS AND
DISCUSSION 4-1 4.1 INTRODUCTION 4-1 4.2 RESULTS OF LAB SCALE EXPERIMENTS
4-2 4.2.1 TRIPHONYLTETRAZOLIUMCHLORIDE TTC TEST 4-2 4.2.1.1 RESULTS OF
BIOCHEMICAL SLUDGE ACTIVITY (AS) 4-2 4.2.1.2 RESULTS OF CHANGE OF
DEHYDROGENASE ACTIVITY (DHA) 4-3 4.2.2 RESULTS OF ANAEROBIC BATCH TESTS
(ABT) 4-4 4.2.2.1 FIRST RUN: DETERMINATION OF ANAEROBIC BIODEGRADABILITY
OF MUNICIPAL WASTEWATER, COMPARISON BETWEEN INOCULATION WITH DIGESTED
AND GRANULAR SLUDGE. 4-4 A) BIODEGRADABILITY OF WASTEWATERS INOCULATED
WITH GRANULAR SLUDGE. 4-5 B) BIODEGRADABILITY OF WASTEWATERS INOCULATED
WITH DIGESTED SLUDGE. 4-12 C) COMPARISON BETWEEN INOCULATION WITH
GRANULAR AND DIGESTED SLUDGE. 4-19 D) CONCLUSION OF COMPARISON 4-21
4.2.2.2 SECOND RUN: DETERMINATION OF ANAEROBIC BIODEGRADABILITY OF
MUNICIPAL WASTEWATER INOCULATED WITH GRANULAR SLUDGE AT DIFFERENT
MESOPHILIC TEMPERATURES 37, 30 AND 20C. 4-22 4.2.2.3 COMPARISON OF
ANAEROBIC BIODEGRADABILITY BETWEEN RAW AND PRE- SETTLED WASTEWATER
INOCULATED WITH GRANULAR SLUDGE AT DIFFERENT TEMPERATURES 37, 30, AND 20
C. 4-29 4.2.3 RESULTS OF ANAEROBIC FED BATCH TESTS (AFBT) 4-33 4.2.4
COMPARISON BETWEEN RESULTS OF ANAEROBIC BATCH TESTS (ABT) AND ANAEROBIC
FED BATCH TESTS (AFBT) FOR PRE-SETTLED WASTEWATER AND GRANULAR SLUDGE.
4-39 4.2.5 CONCLUSION OF LAB SCALE EXPERIMENTS 4-40 4.2.5.1 RESULTS
CONCLUSION OF TTC TEST 4-40 CONTENTS IV 4.2.5.2 RESULTS CONCLUSION OF
ANAEROBIC BATCH TESTS (ABT) 4.2.5.3 RESULTS CONCLUSION OF ANAEROBIC FED
BATCH TESTS (AFBT) 4.3 RESULTS OF UASB PILOT- SCALE EXPERIMENTS 4.3.1
START-UP PHASE OF UASB REACTOR 4.3.2 RESULTS OF STEADY STATE PHASE OF
UASB REACTOR 4.3.2.1 PROCESS PERFORMANCE A. COD REMOVAL B. PH-MONITORING
C. VFA-MONITORING D. TSS/VSS REMOVAL D. BOD REMOVAL E. TOTAL NITROGEN
AND TOTAL PHOSPHOR 4.3.2.2 BIOGAS PRODUCTION 4.3.2.3 SLUDGE
CHARACTERISTICS AND BIO-ACTIVITY 4.3.3 CONCLUSION OF UASB PILOT-SCALE
EXPERIMENTS 4.3.4 CORRELATION BETWEEN LAB- AND PILOT-SCALE RESULTS 5
MATHEMATICAL MODEL 5.1 NOMENCLATURE 5.2 MODEL OF GAS-BALANCE 5.3 MODEL
OF COD-BALANCE 5.4 MODEL OF BIOMASS-BALANCE 5.5 DETERMINATION OF PROCESS
PERFORMANCE 5.5.1 HYDROLYSIS 5.5.2 ACIDIFICATION 5.5.3 METHANOGENSIS
5.5.4 SLUDGE BIO-ACTIVITY 5.5.5 PROCESS STABILITY (PS) 5.6 MODEL
APPLICATION ON THE UASB PILOT PLANT RESULTS 5.6.1 INFLUENT WASTEWATER
CHARACTERISTICS 5.6.2 EFFLUENT WASTEWATER CHARACTERISTICS 5.6.3 REMOVAL
MASSES AND EFFICIENCIES 5.6.4 COD-BALANCE APPLICATION 5.6.5
BIOMASS-BALANCE APPLICATION 5.6.6 DETERMINATION OF PROCESS PERFORMANCE
5.6.7 SLUDGE BIO-ACTIVITY AND PROCESS STABILITY CONCLUSIONS AND
RECOMMENDATIONS 4-41 4-42 6 6.1 6.2 CONCLUSIONS RECOMMENATIONS FOR
FURTHER RESEARCH 4-44 4-52 4-52 4-52 4-57 4-58 4-61 4-63 4-64 4-65 4-68
4-74 4-76 5-1 5-1 5-3 5-8 5-11 5-11 5-11 5-12 5-12 5-12 5-12 5-14 5-14
5-14 5-15 5-16; 5-16 5-17J 5-18 J 6-1 6-11 641 CONTENTS 7 8 8.1 8.2
8.3 9 9.1 9.2 9.3 REFERENCES APPENDICES APPENDIX A: DESIGN OF UASB PILOT
PLANT (EXCEL-SPREADSHEETS). APPENDIX B: START-UP PROCEDURE OF UASB PILOT
PLANT (EXCEL-SPREADSHEETS) APPENDIX C: OPERATION PROCEDURE OF UASB PILOT
PLANT (SAMPLES OF EXCEL- SPREADSHEETS FORMS FOR MEASURED AND CALCULATED
PARAMETERS. LIST OF TABLES, FIGURES, AND ABBREVIATIONS LIST OF TABLES
LIST OF FIGURES LIST OF ABBREVIATIONS 7-1 8-1 8-1 8-3 8-4 9-1 9-1 9-3
9-7
|
| adam_txt |
VEROFFENTLICHUNGEN DES INSTITUTES FUR SIEDLUNGSWASSERWIRTSCHAFT UND
ABFALLTECHNIK DER UNIVERSITAT HANNOVER ANAEROBIC MUNICIPAL WASTEWATER
TREATMENT DR.-ING. WALID SAYED ABDEL-HALIM HANNOVER 2005 LEFT 133 ULB
DARMSTADT ILLLLLLLLLLLLLLLLLLLLLL 16116912 CONTENTS CONTENTS 1
INTRODUCTION AND STUDY OBJECTIVES 1-1 1.1 MUNICIPAL WASTE (WATER)
TREATMENT SITUATION IN DEVELOPING AND DEVELOPED COUNTRIES 1-1 1.2
SUSTAINABLE TECHNOLOGIES FOR WASTEWATER TREATMENT 1-5 1.3 ANAEROBIC
TECHNOLOGY FOR WASTEWATER TREATMENT 1-6 1.3.1 HISTORY 1-6 1.3.2
APPLICATION OF ANAEROBIC TECHNOLOGY 1-7 1.3.3 BENEFITS AND DRAWBACKS OF
ANAEROBIC MUNICIPAL WASTEWATER TREATMENT 1-10 1.4 RESEARCH APPROACH 1-12
1.5 STUDY OBJECTIVES 1-14 2 BACKGROUND AND LITERATURE REVIEW 2-1 2.1 IN
GENERAL 2-1 2.2 CONVERSIONS DURING THE ANAEROBIC BIODEGRADATLON PROCESS
2-2 2.2.1 HYDROLYSIS 2-3 2.2.2 ACIDOGENESIS 2-4 2.2.3 ACETOGENESIS 2-5
2.2.4 METHANOGENESIS 2-6 2.3 MICROBIOLOGY OF ANAEROBIC DIGESTION 2-8
2.3.1 BACTERIA INVOLVED IN THE PROCESS 2-8 2.3.1.1 FERMENTATIVE BACTERIA
2-8 2.3.1.2 HYDROGEN-PRODUCING ACETOGENIC BACTERIA 2-8 2.3.1.3
HOMOACETOGENIC BACTERIA 2-9 2.3.1.4 METHANOGENIC BACTERIA 2-9 2.3.1.5
SULFATE-REDUCING BACTERIA 2-10 2.3.2 BACTERIAL METABOLISM AND DECAY 2-10
2.3.2.1 BACTERIAL METABOLISM 2-10 2.3.2.2 BACTERIAL DECAY 2-12 2.4
FACTORS AFFECTING THE ANAEROBIC PROCESS 2-13 2.4.1 WASTEWATER RELATED
FACTORS 2-13 2.4.2 ENVIRONMENT RELATED FACTORS 2-18 2.5 FACTORS
INHIBITING THE ANAEROBIC PROCESS 2-22 2.5.1 TOXIC COMPOUNDS RELATED
INHIBITION 2-22 2.5.2 LCFA RELATED INHIBITION 2-23 2.5.3 PH RELATED
INHIBITION 2-24 2.5.4 HYDROGEN-SULFIDE RELATED INHIBITION 2-25 CONTENTS
II 2.5.5 AMMONIA RELATED INHIBITION 2-28 2.6 TYPES OF ANAEROBIC REACTORS
2-30 2.6.1 LOW RATE REACTORS 2-30 2.6.1.1 SEPTIC TANKS 2-30 2.6.1.2
IMHOFFTANK 2-31 2.6.1.3 ANAEROBIC FILTERS "FIXED BED REACTORS" 2-31
2.6.2 HIGH RATE REACTORS 2-32 2.6.2.1 FLUIDIZED BED REACTORS 2-32
2.6.2.2 EXPANDED GRANULAR SLUDGE BED REACTORS 2-32 2.6.2.3 HYBRID
REACTORS 2-33 2.6.2.4 ANAEROBIC CONTACT REACTOR 2-3 3 2.6.2.5 UP-FLOW
ANAEROBIC SLUDGE BLANKET (UASB) REACTORS 2-34 2.7 ANAEROBIC MUNICIPAL
WASTEWATER TREATMENT BY UASB REACTOR 2-35 2.7.1 ADVANTAGES AND
DISADVANTAGES OF UASB-REACTOR 2-36 2.7.2 DESIGN CRITERIA OF UASB REACTOR
2-37 2.7.3 CONSTRUCTION OF UASB REACTOR 2-42 2.7.4 START-UP OF UASB
REACTOR 2-43 2.7.5 UASB PERFORMANCE 2-44 2.7.5.1 OPERATIONAL FACTORS
AFFECTING UASB PERFORMANCE 2-45 ORGANIC LOADING RATE 2-45 UP-FLOW
VELOCITY 2-45 MIXING INTENSITY 2-45 2.8 OPTIONS FOR POST TREATMENT OF
ANAEROBICAILY TREATED WASTEWATER 2-46 2.8.1 ACTIVATED SLUDGE 2-48 2.8.2
AERATED BIOFILTERS 2-48 2.8.3 EXPANDED GRANULAR SLUDGE BED REACTOR 2-49
2.8.4 ROTATING BIOLOGICAL CONTACTOR (RBC) 2-49 2.8.5 DISSOLVED AIR
FLOTATION (DAF) 2-50 2.8.6 CHEMICAL POST TREATMENT 2-51 2.8.7 TRICKLING
FILTERS 2-51 2.8.8 WASTEWATER STABILIZATION PONDS 2-52 2.8.9 POLISHING
PONDS 2-54 2.8.10 CONSTRUCTED WETLANDS 2-54 2.8.11 AQUATIC FARMING
SYSTEMS 2-55 2.8.12 LAND TREATMENT 2-56 2.9 BIOGAS HANDLING AND
UTILIZATION 2-58 2.10 FINANCIAL AND ECONOMIC ISSUES OF ANAEROBIC
TREATMENT 2-60 2.11 RESULTS OF PAST EXPERIENCE WITH UASB REACTOR FOR
MUNICIPAL WASTEWATER TREATMENT 2-61 CONTENTS ML 2.11.1 IN LAB AND
PILOT-PLANT SCALE 2-61 2.11.2 IN FULL SCALE PLANTS 2-61 3 MATERIALS AND
METHODS 3-1 3.1 WORK PLAN 3-1 3.2 DESCRIPTION OF EXPERIMENTAL WORK 3-3
3.2.1 LAB SCALE EXPERIMENTS 3-3 3.2.1.1 TRIPHENYLTETRAZOLIUMCHLORIDE
(TTC)-TEST 3-3 3.2.1.2 ANAEROBIC BATCH TESTS (ABT) 3-6 3.2.1.3 ANAEROBIC
FED BATCH TESTS (AFBTS) 3-14 3.2.2 PILOT SCALE EXPERIMENTS 3-18 3.2.3
ANALYTICAL METHODS AND STANDARDS 3-26 3.3 MATHEMATICAL MODELING 3-27
3.3.1 INTRODUCTION 3-27 3.3.2 MODEL METHODOLOGY 3-30 4 RESULTS AND
DISCUSSION 4-1 4.1 INTRODUCTION 4-1 4.2 RESULTS OF LAB SCALE EXPERIMENTS
4-2 4.2.1 TRIPHONYLTETRAZOLIUMCHLORIDE TTC TEST 4-2 4.2.1.1 RESULTS OF
BIOCHEMICAL SLUDGE ACTIVITY (AS) 4-2 4.2.1.2 RESULTS OF CHANGE OF
DEHYDROGENASE ACTIVITY (DHA) 4-3 4.2.2 RESULTS OF ANAEROBIC BATCH TESTS
(ABT) 4-4 4.2.2.1 FIRST RUN: DETERMINATION OF ANAEROBIC BIODEGRADABILITY
OF MUNICIPAL WASTEWATER, COMPARISON BETWEEN INOCULATION WITH DIGESTED
AND GRANULAR SLUDGE. 4-4 A) BIODEGRADABILITY OF WASTEWATERS INOCULATED
WITH GRANULAR SLUDGE. 4-5 B) BIODEGRADABILITY OF WASTEWATERS INOCULATED
WITH DIGESTED SLUDGE. 4-12 C) COMPARISON BETWEEN INOCULATION WITH
GRANULAR AND DIGESTED SLUDGE. 4-19 D) CONCLUSION OF COMPARISON 4-21
4.2.2.2 SECOND RUN: DETERMINATION OF ANAEROBIC BIODEGRADABILITY OF
MUNICIPAL WASTEWATER INOCULATED WITH GRANULAR SLUDGE AT DIFFERENT
MESOPHILIC TEMPERATURES 37, 30 AND 20C. 4-22 4.2.2.3 COMPARISON OF
ANAEROBIC BIODEGRADABILITY BETWEEN RAW AND PRE- SETTLED WASTEWATER
INOCULATED WITH GRANULAR SLUDGE AT DIFFERENT TEMPERATURES 37, 30, AND 20
C. 4-29 4.2.3 RESULTS OF ANAEROBIC FED BATCH TESTS (AFBT) 4-33 4.2.4
COMPARISON BETWEEN RESULTS OF ANAEROBIC BATCH TESTS (ABT) AND ANAEROBIC
FED BATCH TESTS (AFBT) FOR PRE-SETTLED WASTEWATER AND GRANULAR SLUDGE.
4-39 4.2.5 CONCLUSION OF LAB SCALE EXPERIMENTS 4-40 4.2.5.1 RESULTS
CONCLUSION OF TTC TEST 4-40 CONTENTS IV 4.2.5.2 RESULTS CONCLUSION OF
ANAEROBIC BATCH TESTS (ABT) 4.2.5.3 RESULTS CONCLUSION OF ANAEROBIC FED
BATCH TESTS (AFBT) 4.3 RESULTS OF UASB PILOT- SCALE EXPERIMENTS 4.3.1
START-UP PHASE OF UASB REACTOR 4.3.2 RESULTS OF STEADY STATE PHASE OF
UASB REACTOR 4.3.2.1 PROCESS PERFORMANCE A. COD REMOVAL B. PH-MONITORING
C. VFA-MONITORING D. TSS/VSS REMOVAL D. BOD REMOVAL E. TOTAL NITROGEN
AND TOTAL PHOSPHOR 4.3.2.2 BIOGAS PRODUCTION 4.3.2.3 SLUDGE
CHARACTERISTICS AND BIO-ACTIVITY 4.3.3 CONCLUSION OF UASB PILOT-SCALE
EXPERIMENTS 4.3.4 CORRELATION BETWEEN LAB- AND PILOT-SCALE RESULTS 5
MATHEMATICAL MODEL 5.1 NOMENCLATURE 5.2 MODEL OF GAS-BALANCE 5.3 MODEL
OF COD-BALANCE 5.4 MODEL OF BIOMASS-BALANCE 5.5 DETERMINATION OF PROCESS
PERFORMANCE 5.5.1 HYDROLYSIS 5.5.2 ACIDIFICATION 5.5.3 METHANOGENSIS
5.5.4 SLUDGE BIO-ACTIVITY 5.5.5 PROCESS STABILITY (PS) 5.6 MODEL
APPLICATION ON THE UASB PILOT PLANT RESULTS 5.6.1 INFLUENT WASTEWATER
CHARACTERISTICS 5.6.2 EFFLUENT WASTEWATER CHARACTERISTICS 5.6.3 REMOVAL
MASSES AND EFFICIENCIES 5.6.4 COD-BALANCE APPLICATION 5.6.5
BIOMASS-BALANCE APPLICATION 5.6.6 DETERMINATION OF PROCESS PERFORMANCE
5.6.7 SLUDGE BIO-ACTIVITY AND PROCESS STABILITY CONCLUSIONS AND
RECOMMENDATIONS 4-41 4-42 6 6.1 6.2 CONCLUSIONS RECOMMENATIONS FOR
FURTHER RESEARCH 4-44 4-52 4-52 4-52 4-57 4-58 4-61 4-63 4-64 4-65 4-68
4-74 4-76 5-1 5-1 5-3 5-8 5-11 5-11 5-11 5-12 5-12 5-12 5-12 5-14 5-14
5-14 5-15 5-16; 5-16 \ 5-17J 5-18 J 6-1 6-11 641 CONTENTS 7 8 8.1 8.2
8.3 9 9.1 9.2 9.3 REFERENCES APPENDICES APPENDIX A: DESIGN OF UASB PILOT
PLANT (EXCEL-SPREADSHEETS). APPENDIX B: START-UP PROCEDURE OF UASB PILOT
PLANT (EXCEL-SPREADSHEETS) APPENDIX C: OPERATION PROCEDURE OF UASB PILOT
PLANT (SAMPLES OF EXCEL- SPREADSHEETS FORMS FOR MEASURED AND CALCULATED
PARAMETERS. LIST OF TABLES, FIGURES, AND ABBREVIATIONS LIST OF TABLES
LIST OF FIGURES LIST OF ABBREVIATIONS 7-1 8-1 8-1 8-3 8-4 9-1 9-1 9-3
9-7 |
| any_adam_object | 1 |
| any_adam_object_boolean | 1 |
| author | Abdel-Halim, Walid Sayed |
| author_facet | Abdel-Halim, Walid Sayed |
| author_role | aut |
| author_sort | Abdel-Halim, Walid Sayed |
| author_variant | w s a h wsa wsah |
| building | Verbundindex |
| bvnumber | BV020867448 |
| classification_rvk | AR 22005 AR 22540 |
| classification_tum | UMW 300d |
| ctrlnum | (OCoLC)315162249 (DE-599)BVBBV020867448 |
| discipline | Allgemeines Umwelt |
| discipline_str_mv | Allgemeines Umwelt |
| format | Thesis Book |
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| genre | (DE-588)4113937-9 Hochschulschrift gnd-content |
| genre_facet | Hochschulschrift |
| id | DE-604.BV020867448 |
| illustrated | Illustrated |
| index_date | 2024-07-02T13:24:53Z |
| indexdate | 2024-07-09T20:27:03Z |
| institution | BVB |
| isbn | 3921421624 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-014189251 |
| oclc_num | 315162249 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-M490 DE-83 DE-706 |
| owner_facet | DE-91 DE-BY-TUM DE-M490 DE-83 DE-706 |
| physical | Getr. Zählung Ill., graph. Darst. |
| publishDate | 2005 |
| publishDateSearch | 2005 |
| publishDateSort | 2005 |
| publisher | Inst. für Siedlungswasserwirtschaft und Abfalltechnik |
| record_format | marc |
| series | Veröffentlichungen des Institutes für Siedlungswasserwirtschaft und Abfalltechnik der Universität Hannover |
| series2 | Veröffentlichungen des Institutes für Siedlungswasserwirtschaft und Abfalltechnik der Universität Hannover |
| spelling | Abdel-Halim, Walid Sayed Verfasser aut Anaerobic municipal wastewater treatment Walid Sayed Abdel-Halim Hannover Inst. für Siedlungswasserwirtschaft und Abfalltechnik 2005 Getr. Zählung Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Veröffentlichungen des Institutes für Siedlungswasserwirtschaft und Abfalltechnik der Universität Hannover 133 Zugl.: Hannover, Univ., Diss., 2005 Abwasserreinigung (DE-588)4000313-9 gnd rswk-swf Anaerobe Behandlung (DE-588)4341261-0 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Abwasserreinigung (DE-588)4000313-9 s Anaerobe Behandlung (DE-588)4341261-0 s DE-604 Veröffentlichungen des Institutes für Siedlungswasserwirtschaft und Abfalltechnik der Universität Hannover 133 (DE-604)BV004006792 133 HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=014189251&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Abdel-Halim, Walid Sayed Anaerobic municipal wastewater treatment Veröffentlichungen des Institutes für Siedlungswasserwirtschaft und Abfalltechnik der Universität Hannover Abwasserreinigung (DE-588)4000313-9 gnd Anaerobe Behandlung (DE-588)4341261-0 gnd |
| subject_GND | (DE-588)4000313-9 (DE-588)4341261-0 (DE-588)4113937-9 |
| title | Anaerobic municipal wastewater treatment |
| title_auth | Anaerobic municipal wastewater treatment |
| title_exact_search | Anaerobic municipal wastewater treatment |
| title_exact_search_txtP | Anaerobic municipal wastewater treatment |
| title_full | Anaerobic municipal wastewater treatment Walid Sayed Abdel-Halim |
| title_fullStr | Anaerobic municipal wastewater treatment Walid Sayed Abdel-Halim |
| title_full_unstemmed | Anaerobic municipal wastewater treatment Walid Sayed Abdel-Halim |
| title_short | Anaerobic municipal wastewater treatment |
| title_sort | anaerobic municipal wastewater treatment |
| topic | Abwasserreinigung (DE-588)4000313-9 gnd Anaerobe Behandlung (DE-588)4341261-0 gnd |
| topic_facet | Abwasserreinigung Anaerobe Behandlung Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=014189251&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV004006792 |
| work_keys_str_mv | AT abdelhalimwalidsayed anaerobicmunicipalwastewatertreatment |