Design of wastewater treatment plants in hot and cold climates: = Bemessung von Kläranlagen in warmen und kalten Klimazonen
Gespeichert in:
| Körperschaft: | |
|---|---|
| Format: | Buch |
| Sprache: | English German |
| Veröffentlicht: |
Hennef
DWA, Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall e.V.
May 2019
|
| Ausgabe: | Corrected version May 2019 |
| Schriftenreihe: | DWA topics
T4/2016 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis Inhaltsverzeichnis |
| Beschreibung: | 304 Seiten Illustrationen, Diagramme, Karten |
| ISBN: | 9783887216153 3887216156 |
Internformat
MARC
| LEADER | 00000nam a2200000 cb4500 | ||
|---|---|---|---|
| 001 | BV046155441 | ||
| 003 | DE-604 | ||
| 005 | 20191001 | ||
| 007 | t | ||
| 008 | 190911s2019 gw a||| |||| 00||| eng d | ||
| 015 | |a 19,N25 |2 dnb | ||
| 015 | |a 19,B35 |2 dnb | ||
| 016 | 7 | |a 1188480375 |2 DE-101 | |
| 020 | |a 9783887216153 |c Broschur : EUR 58.00 (DE) (freier Preis), EUR 59.70 (AT) (freier Preis) |9 978-3-88721-615-3 | ||
| 020 | |a 3887216156 |9 3-88721-615-6 | ||
| 024 | 3 | |a 9783887216153 | |
| 035 | |a (OCoLC)1121483496 | ||
| 035 | |a (DE-599)DNB1188480375 | ||
| 040 | |a DE-604 |b ger |e rda | ||
| 041 | 1 | |a eng |h ger | |
| 044 | |a gw |c XA-DE-NW | ||
| 049 | |a DE-83 | ||
| 084 | |a AR 22580 |0 (DE-625)8492: |2 rvk | ||
| 084 | |a 333.7 |2 sdnb | ||
| 084 | |a 624 |2 sdnb | ||
| 110 | 2 | |a Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall |e Verfasser |0 (DE-588)10092511-X |4 aut | |
| 240 | 1 | 0 | |a Bemessung von Kläranlagen in warmen und kalten Klimazonen |
| 245 | 1 | 0 | |a Design of wastewater treatment plants in hot and cold climates |b = Bemessung von Kläranlagen in warmen und kalten Klimazonen |c DWA Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall e.V. |
| 246 | 1 | 1 | |a Bemessung von Kläranlagen in warmen und kalten Klimazonen |
| 250 | |a Corrected version May 2019 | ||
| 264 | 1 | |a Hennef |b DWA, Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall e.V. |c May 2019 | |
| 300 | |a 304 Seiten |b Illustrationen, Diagramme, Karten | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a DWA topics |v T4/2016 | |
| 650 | 0 | 7 | |a Klimazone |0 (DE-588)4128757-5 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Bemessung |0 (DE-588)4005461-5 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Kläranlage |0 (DE-588)4030910-1 |2 gnd |9 rswk-swf |
| 651 | 7 | |a Deutschland |0 (DE-588)4011882-4 |2 gnd |9 rswk-swf | |
| 653 | |a TQ | ||
| 653 | |a RG | ||
| 653 | |a TQ | ||
| 653 | |a Abwasserreinigung | ||
| 653 | |a Belebung | ||
| 653 | |a Betrieb | ||
| 653 | |a Kläranlagen | ||
| 653 | |a Ozonung | ||
| 653 | |a activated sludge | ||
| 653 | |a kommunale Abwasserbehandlung | ||
| 653 | |a municipal wastewater treatment | ||
| 653 | |a wastewater | ||
| 653 | |a TQ | ||
| 689 | 0 | 0 | |a Deutschland |0 (DE-588)4011882-4 |D g |
| 689 | 0 | 1 | |a Klimazone |0 (DE-588)4128757-5 |D s |
| 689 | 0 | |5 DE-604 | |
| 689 | 1 | 0 | |a Kläranlage |0 (DE-588)4030910-1 |D s |
| 689 | 1 | 1 | |a Bemessung |0 (DE-588)4005461-5 |D s |
| 689 | 1 | |5 DE-604 | |
| 710 | 2 | |a Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall |0 (DE-588)10092511-X |4 pbl | |
| 776 | 0 | 8 | |i Erscheint auch als |n Online-Ausgabe |z 978-3-88721-616-0 |
| 830 | 0 | |a DWA topics |v T4/2016 |w (DE-604)BV039566804 |9 2016,4 | |
| 856 | 4 | 2 | |m B:DE-101 |q application/pdf |u http://d-nb.info/1188480375/04 |3 Inhaltsverzeichnis |
| 856 | 4 | 2 | |m DNB Datenaustausch |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=031535462&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-031535462 | ||
Datensatz im Suchindex
| _version_ | 1804180502863675393 |
|---|---|
| adam_text | CONTENTS
FOREWORD
................................................................................................................................
3
AUTHORS
................................................................................................................................
4
LIST
OF
FIGURES..........................................................................................................................
13
LIST
OF
TABLES
............................................................................................................................
16
1
SCOPE
......................................................................................................................
20
1.1
OBJECTIVES
.................................................................................................................
20
1.2
SCOPE
OF
APPLICABILITY
...............................................................................................
20
1.3
FURTHER
APPLICABLE
DWA
SET
OF
RULES
........................................................................
20
2
SYMBOLS
AND
ABBREVIATIONS....................................................................................
21
2.1
FORMULA
SYMBOLS
AND
OTHER
SYMBOLS
......................................................................
21
2.2
OTHER
ABBREVIATIONS
.................................................................................................
25
3
INPUT
QUANTITIES
AND
TREATMENT
REQUIREMENTS
.......................................................
26
3.1
ASSESSMENT
AND
VERIFICATION
OF
DESIGN
VALUES
.........................................................
26
3.1.1
LIMITED
AVAILABILITY
AND
QUALITY
OF
INPUT
DATA
.............................................................
26
3.1.2
TYPICAL
INFLOW
DATA
...................................................................................................
27
3.1.3
FRACTIONATION
OF
SOLIDS
AND
CHEMICAL
OXYGEN
DEMAND
IN
THE
INFLOW
........................
29
3.1.4
SALT
CONCENTRATION
....................................................................................................
30
3.1.5
DAILY
HYDROGRAPHS
OF
INFLUENT
PARAMETERS
............................................
30
3.2
REQUIREMENTS
ON
THE
EFFLUENT
...................................................................................
31
3.2.1
TREATMENT
TARGETS
....................................................................................................
31
3.2.2
MONITORING
METHODS
.................................................................................................
32
4
CROSS-CUTTING
ASPECTS
.............................................................................................
34
4.1
PRELIMINARY
REMARKS
...............................................................................................
34
4.2
SPECIAL
CONDITIONS
ONSITE
.........................................................................................
35
4.3
SPECIAL
WASTEWATER
CONTENTS
AND
TREATMENT
REQUIREMENTS
....................................
38
4.4
APPLICABLE
PROCESSES
...............................................................................................
39
4.5
STEP-BY-STEP
EXTENSION
FOR
CAPACITY
INCREASE
..........................................................
40
5
PHYSICAL/MECHANICAL
PRE-TREATMENT
......................................................................
41
5.1
INTRODUCTION
..............................................................................................................
41
5.2
SCREEN
.....................................................................................................................
41
5.2.1
NOTES
ON
DESIGN
.......................................................................................................
41
5.2.2
PLANNING
AND
OPERATIONAL
ASPECTS
...........................................................................
41
5.3
GRIT
CHAMBER
AND
GREASE
TRAP
.................................................................................
42
5.3.1
NOTES
ON
DESIGN
.......................................................................................................
42
5.3.2
PLANNING
AND
OPERATIONAL
ASPECTS
...........................................................................
44
5.4
PRIMARY
SEDIMENTATION
............................................................................................
45
5.4.1
PRELIMINARY
REMARKS
...............................................................................................
45
5.4.2
PROCESS-SPECIFIC
SYMBOLS
........................................................................................
45
5.4.3
NOTES
ON
DESIGN
.......................................................................................................
45
5.4.4
PLANNING
AND
OPERATIONAL
ASPECTS
...........................................................................
47
5.5
EXHAUST
AIR
TREATMENT
..............................................................................................
48
5.6
LAMELLA
SEPARATORS
.................................................................................................
49
6
ACTIVATED
SLUDGE
PLANTS
..........................................................................................
50
6.1
INTRODUCTION
AND
SCOPE
OF
APPLICATION
......................................................................
50
6.2
EXTENSION
IN
CONTRAST
TO
THE
USUAL
DESIGN
IN
GERMANY
.............................................
50
6.3
PROCESS-SPECIFIC
SYMBOLS
........................................................................................
51
6.4
DESIGN
......................................................................................................................
55
6.4.1
DESIGN
PROCESS
........................................................................................................
55
6.4.2
SELECTING
A
PROCESS
..................................................................................................
57
6.4.3
FRACTIONATION
OF
THE
CHEMICAL
OXYGEN
DEMAND
........................................................
57
6.4.4
CALCULATING
THE
SLUDGE
AGE
......................................................................................
57
6.4.4.1
PLANTS
WITH
CARBON
ELIMINATION
(WITHOUT
TARGETED
NITRIFICATION)
..................................
57
6.4.4.2
FACILITIES
WITH
NITRIFICATION
........................................................................................
59
6.4.4.3
FACILITIES
WITH
NITRIFICATION
AND
DENITRIFICATION
...........................................................
62
6.4.4.4
FACILITIES
WITH
SIMULTANEOUS
AEROBIC
SLUDGE
STABILISATION
............................................
62
6.4.5
CALCULATION
OF
SLUDGE
PRODUCTION
(SURPLUS
SLUDGE
PRODUCTION)
..................................
63
6.4.6
OXYGEN
UPTAKE
FOR
CARBON
REDUCTION
........................................................................
64
6.4.7
COMPARISON
OF
OXYGEN
UPTAKE
AND
ACTUAL
OXYGEN
SUPPLY
.........................................
64
6.4.8
PHOSPHORUS
INCORPORATION
AND
HYDROLYSIS
................................................................
65
6.4.9
DESIGN
OF
SECONDARY
SEDIMENTATION
.........................................................................
66
6.4.10
OXYGEN
UPTAKE
FOR
NITRIFICATION
.................................................................................
66
6.5
PLANNING
AND
OPERATIONAL
ASPECTS
............................................................................
66
6.6
DETERMINANTS
OF
COST
...............................................................................................
67
7
AERATION
SYSTEMS....................................................................................................
69
7.1
INTRODUCTION
AND
SCOPE
OF
APPLICATION
....................................
69
7.2
PROCESS-SPECIFIC
SYMBOLS
........................................................................................
70
7.3
DESIGN
......................................................................................................................
72
7.3.1
PRELIMINARY
REMARKS
...............................................................................................
72
7.3.2
DESIGN
PROCESS
FOR
PRESSURE
AERATION
SYSTEMS
.......................................................
72
7.3.3
DESIGN
PROCESS
FOR
SURFACE
AERATION
SYSTEMS
..........................................................
75
7.4
EXTENSION
IN
CONTRAST
TO
THE
USUAL
DESIGN
IN
GERMANY
..............................................
76
7.4.1
DESIGN
LOAD
CASE
ACTIVATED
SLUDGE
SYSTEMS
(PRESSURE
AND
SURFACE
AERATION
SYSTEMS)
................................................................
76
7.4.2
IMPACT
FACTORS
F
C
AND
F
N
FOR
HIGHER
AND
LOWER
RATED
SLUDGE
AGES
(PRESSURE
AND
SURFACE
AERATION
SYSTEMS)
.............................................................
76
7.4.3
SALT
CORRECTION
TERMS
(PRESSURE
AERATION
SYSTEMS).................................................
77
7.4.4
ASSUMPTION
OF
A
VALUES
(PRESSURE
AERATION
SYSTEMS)
...................................
78
7.4.5
SALT
CORRECTION
TERMS
(SURFACE
AERATION
SYSTEMS)
...................................................
79
7.4.6
ASSUMPTION
OF
A
VALUES
(SURFACE
AERATION
SYSTEMS)
................................................
79
7.5
PLANNING
AND
OPERATIONAL
ASPECTS
............................................................................
80
7.6
DETERMINANTS
OF
COST
...............................................................................................
81
8
DWA
TOPICS
OCTOBER
2016
8
TRICKLING
FILTER
SYSTEMS
..........................................................................................
82
8.1
INTRODUCTION
AND
SCOPE
OF
APPLICATION
.....................................................................
82
8.2
PROCESS-SPECIFIC
SYMBOLS
........................................................................................
82
8.3
DESIGN
......................................................................................................................
86
8.3.1
FUNDAMENTALS
OF
TRICKLING
FILTERDESIGN
....................................................................
86
8.3.2
DESIGN
PROCESS,
METHODOLOGY
.................................................................................
88
8.3.3
DESIGN
INPUT
DATA
.....................................................................................................
89
8.3.4
CLEANING
TARGET
CARBON
OXIDATION
............................................................................
89
8.3.5
CLEANING
TARGET
NITRIFICATION
.....................................................................................
90
8.3.6
CLEANING
TARGET
CARBON
OXIDATION
COMBINED
WITH
NITRIFICATION
.................................
91
8.3.7
SAFETY
CONCEPT
..........................................................................................................
92
8.3.8
WATER
DISTRIBUTION,
HYDRAULICS
AND
FLUSHING
POWER
..................................................
92
8.3.9
EXCESS
SLUDGE
..........................................................................................................
95
8.3.10
TOLERANCE
TO
INCREASED
SALT
CONTENTS
.......................................................................
96
8.3.11
ACIDITY
.......................................................................................................................
96
8.3.12
SIMULTANEOUS
DENITRIFICATION
...................................................................................
96
8.3.13
OUTPUT
VALUES
OF
DIMENSIONING
................................................................................
97
8.4
PLANNING
AND
OPERATIONAL
ASPECTS
............................................................................
98
8.4.1
PRE-TREATMENT
..........................................................................................................
98
8.4.2
POST-TREATMENT
........................................................................................................
99
8.4.3
CONFIGURATION
OPTIONS
..............................................................................................
99
8.4.4
FILTER
MEDIA
..............................................................................................................
101
8.4.5
SUPPORTING
GRID,
SPACE
BELOW
FILTER
MEDIA
AND
BASE
................................................
103
8.4.6
AIR
SUPPLY
.................................................................................................................
103
6.4.7
FLUSHING
OF
TRICKLING
FILTERS
......................................................................................
104
8.4.8
CAUSES
OF
MALFUNCTIONS
AND
APPROACHES
................................................................
105
8.5
DETERMINANTS
OF
COST
................................................................................................
106
9
ANAEROBIC
SYSTEMS
..................................................................................................
107
9.1
INTRODUCTION
AND
SCOPE
OF
APPLICATION
.....................................................................
107
9.1.1
ANAEROBIC
TREATMENT
METHODS
FOR
MUNICIPAL
WASTEWATER
.......................................
107
9.1.2
USE
OF
MUNICIPAL
UASB
REACTORS
.............................................................................
107
9.1.3
DESIGN
OF
MUNICIPAL
UASB
REACTORS
........................................................................
108
9.1.4
DIFFERENTIATION
BETWEEN
MUNICIPAL
AND
INDUSTRIAL
UASB
REACTORS
...........................
109
9.1.5
GREENHOUSE
GAS
EMISSIONS
AND
POTENTIAL
FOR
ENERGY
RECOVERY
................................
112
9.1.5.1
EMISSION
SOURCES
......................................................................................................
112
9.1.5.2
DISSOLVED
METHANE
IN
THE
EFFLUENT
OF
THE
UASB
REACTOR
...........................................
114
9.1.5.3
ENERGY
RECOVERY
POTENTIAL
.........................................................................................
114
9.2
EXTENSION
OF
THE
USUAL
DESIGN
APPROACHES...............................................................
116
9.3
PROCESS-SPECIFIC
SYMBOLS
........................................................................................
117
9.4
DESIGN
.....................................................................................................................
121
9.4.1
DESIGN
PROCESS
........................................................................................................
121
9.4.2
GEOMETRY
(STEP
1)
.....................................................................................................
122
9.4.2.1
REACTOR
GEOMETRY
AND
SIZE
(STEP
1.1).......................................................................
122
9.4.2.2
VERIFICATION
OF
HYDRAULIC
LOAD
(STEP
1.2)
....................................................................
123
9.4.2.3
SLUDGE
MASS
(STEP
1.3)
.............................................................................................
124
OCTOBER
2016
DWA
TOPICS
9
9.4.3
COD
ELIMINATION
(STEP
2)
...........................................................................................
125
9.4.3.1
ELIMINATION
OF
DISSOLVED
COD
(STEP
2.1)
.....................................................................
125
9.4.3.2
DEGRADATION
OF
THE
PARTICULATE
COD
(STEP
2.2)
............................................................
126
9.4.3.3
FLUSH
OUT
OF
PARTICULATE
COD
(STEP
2.3)
......................................................................
126
9.4.4
SOLIDS
BALANCE
(STEP
3)
..............................................................................................
127
9.4.4.1
FLUSH
OUT
OF
SOLIDS
(STEP
3.1)
.....................................................................................
127
9.4.4.2
HYDROLYSIS
OF
ORGANIC
SOLIDS
(STEP
3.2)
.......................................................................
128
9.4.4.3
ACCUMULATION
OF
SOLIDS
(STEP
3.3)
..............................................................................
128
9.4.4.4
EXCESS
SLUDGE
REMOVAL
(STEP
3.4)
.............................................................................
129
9.4.4.5
SLUDGE
AGE
(STEP
3.5)
................................................................................................
130
9.4.5
METHANE
PRODUCTION
(STEP
4)
.....................................................................................
130
9.4.5.1
DISSOLVED
METHANE
VOLUME
IN
THE
EFFLUENT
OF
THE
UASB
REACTOR
(STEP
4.1)
................
131
9.4.5.2
RECOVERABLE
METHANE
IN
THE
THREE-PHASE
SEPARATOR
(STEP
4.2)
................................
132
9.5
POST-TREATMENT
STEPS
..............................................................................................
132
9.5.1
ELIMINATION
OF
CARBON
AND
SOLIDS
..............................................................................
132
9.5.2
NUTRIENTS
ELIMINATION
............................................................
...................................
133
9.5.3
DISINFECTION
..............................................................................................................
133
9.5.4
RECOVERY
OF
DISSOLVED
METHANE
................................................................................
133
9.6
PLANNING
AND
OPERATIONAL
ASPECTS
............................................................................
134
9.6.1
PRE-TREATMENT
..........................................................................................................
134
9.6.2
INFLUENT
DISTRIBUTION
.................................................................................................
134
9.6.3
REACTOR
SHAPE
AND
HEIGHT
........................................................................................
136
9.6.4
PHASE
SEPARATION
(3PS)
............................................................................................
136
9.6.5
PERIPHERAL
GAS
SYSTEM
.............................................................................................
138
9.6.6
SLUDGE
MANAGEMENT
................................................................................................
138
9.6.7
COMMISSIONING
........................................................................................................
139
9.7
DETERMINANTS
OF
COST
...............................................................................................
139
10
WASTEWATER
PONDS...................................................................................................
141
10.1
INTRODUCTION
AND
SCOPE
OF
APPLICATION
......................................................................
141
10.1.1
APPLICATION
...............................................................................................................
141
10.1.2
TYPES
OF
WASTEWATER
PONDS
......................................................................................
141
10.2
EXTENSION
IN
CONTRAST
TO
THE
USUAL
DESIGN
IN
GERMANY
..............................................
142
10.3
PROCESS-SPECIFIC
SYMBOLS
........................................................................................
142
10.4
DESIGN
......................................................................................................................
143
10.4.1
BASIC
NOTES
ON
DESIGN
..............................................................................................
143
10.4.2
DESIGN
TEMPERATURE
.................................................................................................
144
10.4.3
ANAEROBIC
PONDS
......................................................................................................
144
10.4.3.1
PRELIMINARY
REMARKS
...............................................................................................
144*
10.4.3.2
DESIGN
PROCESS
........................................................................................................
145
10.4.3.3
DESIGN
STEPS
............................................................................................................
145
10.4.4
FACULTATIVE
PONDS.....................................................................................................
147
10.4.4.1
PRELIMINARY
REMARKS
...............................................................................................
147
10.4.4.2
DESIGN
PROCESS
........................................................................................................
147
10.4.4.3
DESIGN
STEPS
............................................................................................................
148
10.4.5
AERATED
PONDS
..........................................................................................................
151
10
DWA
TOPICS
OCTOBER
2016
10.4.5.1
DESIGN
PROCESS
........................................................................................................
151
10.4.5.2
STEP-BY-STEP
TEMPERATURE-DEPENDENT
DESIGN
.........................................................
151
10.4.5.3
OXYGEN
UPTAKE,
OXYGEN
REQUIREMENTS
AND
AERATION
SYSTEMS
..................................
153
10.4.6
MATURATION
PONDS
......................................................................................................
156
10.5
NOTES
ON
NITROGEN
ELIMINATION
.................................................................................
156
10.5.1
NITROGEN
ELIMINATION
IN
WASTEWATER
PONDS
..............................................................
156
10.5.2
ESTIMATION
OF
THE
N
EFFLUENT
CONCENTRATIONS
............................................................
157
10.5.3
SEPARATE
NITROGEN
ELIMINATION
.................................................................................
158
10.6
NOTES
ON
WASTEWATER
DISINFECTION
...........................................................................
158
10.7
PLANNING
AND
OPERATIONAL
ASPECTS
...........................................................................
158
10.7.1
BASIC
PRINCIPLES
FOR
THE
PLANNING
OF
WASTEWATER
PONDS
...........................................
158
10.7.2
INFLUENCE
OF
PARTICULARLY
LOW
TEMPERATURES
..............................................................
159
10.7.3
HYDRAULIC
DESIGN
......................................................................................................
160
10.7.4
POST-TREATMENT
WITH
ROCK-FILTER
DAMS
.....................................................................
161
10.7.5
OPERATION
OF
WASTEWATER
PONDS
...............................................................................
162
10.7.5.1
DESLUDGING
OF
PONDS
................................................................................................
162
10.7.5.2
FURTHER
OPERATIONAL
ASPECTS
....................................................................................
162
10.7.6
EVAPORATION
AT
PARTICULARLY
HIGH
TEMPERATURES
........................................................
163
10.8
DETERMINANTS
OF
COST
................................................................................................
163
10.9
NOTES
ON
SYMBIOTIC
ALGAE
BACTERIA
PONDS
AS
A
FURTHER
DEVELOPMENT
OF
CONVENTIONAL
POND
SYSTEMS
.....................................................................................
164
10.9.1
PROCESS
DESIGN.........................................................................................................
164
10.9.2
PRACTICAL
RECOMMENDATIONS
FOR
THE
DESIGN
AND
OPERATION
OF
THE
SAB
PROCESS
.......
166
11
ANAEROBIC
SLUDGE
STABILISATION
SYSTEMS
.................................................................
167
11.1
INTRODUCTION
AND
SCOPE
OF
APPLICATION
.....................................................................
167
11.2
PROCESS-SPECIFIC
SYMBOLS
........................................................................................
169
11.3
UPGRADING
OF
GERMAN
STANDARD
DESIGN
PARAMETERS
................................................
171
11.3.1
DESIGN
RULES
FOR
ANAEROBIC
SLUDGE
STABILISATION
......................................................
171
11.3.2
ANAEROBIC
SLUDGE
STABILISATION
AT
LOW
AND
HIGH
TEMPERATURES
.................................
171
11.3.3
ADJUSTED
DIGESTION
TEMPERATURES
............................................................................
172
11.3.4
DIGESTERS
WITHOUT
THERMAL
INSULATION
........................................................................
172
11.4
DESIGN
......................................................................................................................
173
11.4.1
PROCESS-SPECIFIC
INPUT
VARIABLES
AND
APPLICATION
AREAS
..........................................
173
11.4.2
DESIGN
PROCESS
........................................................................................................
179
11.4.3
THE
MAIN
DESIGN
STEPS
.............................................................................................
181
11.4.4
DIGESTERS
WITHOUT
THERMAL
INSULATION
AND
UNHEATED
DIGESTERS
...............................
184
11.5
PLANNING
AND
OPERATIONAL
ASPECTS
...........................................................................
185
11.6
DETERMINANTS
OF
COST
...............................................................................................
188
11.7
SLUDGE
DEWATERING
...................................................................................................
191
12
SOLAR
SEWAGE
SLUDGE
DRYING
SYSTEMS
.....................................................................
192
12.1
INTRODUCTION
AND
SCOPE
OF
APPLICATION
.....................................................................
192
12.2
UPGRADING
OF
GERMAN
STANDARD
DESIGN
PARAMETERS
................................................
194
12.3
PROCESS-SPECIFIC
SYMBOLS
......................
194
12.4
DESIGN
.....................................................................................................................
196
12.4.1
EXPLANATION
OF
THE
DESIGN
APPROACH
..........................................................................
196
OCTOBER
2016
DWA
TOPICS
11
12.4.2
DESIGN
PROCESS
.........................................................................................................
196
12.4.3
EXPLANATION
OF
THE
INPUT
PARAMETERS
........................................................................
197
12.4.4
DETERMINATION
OF
THE
POTENTIAL
EVAPORATION
(E
PSD
)
......................................................
200
12.4.5
CALCULATION
OF
THE
TARGET
EVAPORATION
(E
TARGET
)
............................................................
201
12.4.6
CALCULATION
OF
THE
DRYING
AREA
M
DRY
)
..........................................................................
201
12.4.7
EXAMINATION
OF
SPACE
REQUIREMENT
..........................................................................
202
12.4.8
DETERMINATION
OF
SOLIDS
LOADING
RATE
[SLR]
..............................................................
202
12.4.9
DETERMINATION
OF
THE
AIR
EXCHANGE
RATE
IN)
..............................................................
203
12.5
PLANNING
AND
OPERATIONAL
ASPECTS
............................................................................
205
12.6
DETERMINANTS
OF
COST
.................................................................................................
206
12.7
UTILISATION
AND
DISPOSAL
OF
DRIED
SLUDGE
...................................................................
207
12.7.1
CONTENTS
OF
THE
DRIED
SEWAGE
SLUDGE
.......................................................................
207
12.7.2
UTILISATION
OF
DRIED
SLUDGE
.........................................................................................
208
12.7.2.1
CURRENT
DISPOSAL
METHODS
........................................................................................
208
12.7.2.2
AGRICULTURAL
UTILISATION
.............................................................................................
209
13
ELIMINATION
OF
HELMINTHS
EGGS
AND
DISINFECTION
.....................................................
211
13.1
INTRODUCTION
AND
LIMITATIONS
.....................................................................................
211
13.1.1
PRELIMINARY
REMARKS
...............................................................................................
211
13.1.2
PROCESS-SPECIFIC
SYMBOLS
........................................................................................
211
13.1.3
PREVALENCE
OF
HELMINTHS
AND
FACTORS
INFLUENCING
THEIR
OCCURRENCE
..........................
211
13.1.4
HELMINTH
EGGS
IN
THE
WASTEWATER
TREATMENT
PROCESS..............................................
217
13.2
PROCESS
FOR
DISINFECTING
WASTEWATER
FOR
REUSE
........................................................
221
13.3
DIMENSIONING
OF
MICRO-SCREENING
PLANTS
FOR
THE
ELIMINATION
OF
HELMINTH
EGGS
......
224
13.3.1
RECOMMENDATIONS
FOR
THE
ANALYSIS
OF
HELMINTH
EGGS..............................................
224
13.3.2
RECOMMENDATIONS
FOR
THE
DESIGN
OF
MICRO-SCREENING
PLANTS
.................................
228
13.3.3
PLANNING
AND
OPERATIONAL
ASPECTS
............................................................................
229
13.3.4
DETERMINANTS
OF
COST
...............................................................................................
230
14
INFORMATION
ON
GENERAL
OPERATIONAL
CONDITIONS
RELATING
TO
THE
PLANT
DESIGN
..........
231
14.1
DESIGN-RELEVANT
ASPECTS
OF
PLANT
OPERATION
.............................................................
231
14.2
QUALIFICATION
OF
THE
OPERATING
STAFF
...........................................................................
231
14.3
OPERATING
INSTRUCTIONS
AND
COMMISSIONING
.............................................................
232
14.4
OPERATING
SUPPLIES
AND
SPARE
PARTS
..............................
232
14.5
IMPACT
OF
DIFFERENT
ORGANISATION
MODELS
..................................................................
232
APPENDIX
A
EXAMPLES
FOR
INFLUENT
DATA
AND
EFFLUENT
REQUIREMENTS
.......................................
236
A.1
EXAMPLE
OF
INFLUENT
DATA
IN
AN
INTERNATIONAL
CONTEXT
.................................................
236
A.2
EXAMPLES
OF
EFFLUENT
REQUIREMENTS
IN
AN
INTERNATIONAL
CONTEXT
...............................
237
A.3
CLEANING
TARGETS
AND
MONITORING
METHODS
IN
GERMANY.............................................
239
A.
4
CLEANING
TARGETS
AND
MONITORING
METHODS
IN
THE
EUROPEAN
UNION
...........................
239
APPENDIX
B
MODEL
CALCULATIONS
................................................................................................
241
8.1
INPUT
PARAMETERS
AND
TREATMENT
REQUIREMENTS
FOR
THE
MODEL
CALCULATIONS
.............
241
B.
2
MODEL
CALCULATION
FOR
A
PRIMARY
SEDIMENTATION
.........................................................
244
8.2.1
COMPILATION
OF
THE
REQUIRED
INPUT
PARAMETERS
........................................................
244
8.2.2
DIMENSIONING
THE
PRIMARY
SEDIMENTATION
................................................................
244
12
DWA
TOPICS
OCTOBER
2016
B.3
MODEL
CALCULATION
FOR
AN
ACTIVATED
SLUDGE
PLANT
......................................................
245
B.3.1
COMPILATION
OF
THE
REQUIRED
INPUT
PARAMETERS
........................................................
245
B.3.
2
DESIGN
RULES
.............................................................................................................
246
B.3.
3
CALCULATION
OF
THE
SLUDGE
MASS
................................................................................
247
B.3.4
DIMENSIONING
OF
THE
AERATION
SYSTEM
.......................................................................
251
B.3.
5
DIMENSIONING
OF
AERATION
SYSTEMS
...........................................................................
251
B.4
MODEL
CALCULATION
FOR
A
TRICKLING
FILTER
SYSTEM
.........................................................
257
B.4.1
COMPILATION
OF
THE
REQUIRED
INPUT
PARAMETERS
........................................................
257
B.4.
2
START
OF
THE
ITERATION
AND
FIRST
ITERATION
STEPS
(WITHOUT
RECIRCULATION)
......................
258
B.4.
3
DIMENSIONING
OF
THE
SECONDARY
SEDIMENTATION
........................................................
260
B.4.4
VALIDATION
OF
RESULTS
.................................................................................................
261
B.4.
5
CORRECTION
OF
THE
HYDRAULIC
PARAMETERS
...................................................................
261
B.4.6
CONTINUATION
OF
THE
ITERATION
(WITH
RECIRCULATION)
.....................................................
262
B.4.7
INFLUENCE
OF
SALINITY
AND
SAFETY
CONCEPT
...................................................................
264
B.4.8
REVALIDATION
OF
RESULTS
..............................................................................................
264
B.4.
9
CALCULATION
OF
THE
OUTPUT
PARAMETERS
AND
ILLUSTRATION
OF
THE
TRICKLING
FILTER
DIMENSIONS
......................................................................................................
265
B.5
MODEL
CALCULATION
FOR
A
UASB
REACTOR
......................................................................
267
B.5.1
COMPILATION
OF
THE
REQUIRED
INPUT
PARAMETERS
........................................................
267
B.5.
2
STEP-BY-STEP
DESIGN
.................................................................................................
269
B.6
MODEL
CALCULATION
FOR
A
WASTEWATER
POND
SYSTEM
....................................................
273
B.6.1
COMPILATION
OF
THE
REQUIRED
INPUT
PARAMETERS
........................................................
273
B.6.
2
DIMENSIONING
OF
ANAEROBIC
PONDS
............................................................................
273
B.6.
3
DIMENSIONING
THE
FACULTATIVE
PONDS
.........................................................................
274
B.7
MODEL
COMPUTATION
FOR
A
PROCESS
COMBINATION
OF
ANAEROBIC
PONDS
AND
TRICKLING
FILTERS
.........................................................................................................
275
B.7.
1
COMPILATION
OF
THE
REQUIRED
INPUT
PARAMETERS
........................................................
276
B.7.
2
DIMENSIONING
OF
ANAEROBIC
PONDS
............................................................................
276
B.7.
3
DIMENSIONING
OF
TRICKLING
FILTERS
...............................................................................
277
B.8
MODEL
CALCULATION
FOR
ANAEROBIC
SEWAGE
SLUDGE
TREATMENT
.......................................
280
B.8.1
COMPILATION
OF
THE
REQUIRED
INPUT
PARAMETERS
........................................................
280
B.8.
2
STEP-BY-STEP
DESIGN
.................................................................................................
281
B.9
MODEL
CALCULATION
FOR
SOLAR
SEWAGE
SLUDGE
DRYING
...................................................
284
B.9.1
COMPILATION
OF
THE
REQUIRED
INPUT
PARAMETERS
........................................................
284
B.9.
2
DESIGN
......................................................................................................................
285
LITERATURE
................................................................................................................................
287
OCTOBER
2016
DWA
TOPICS
13
|
| any_adam_object | 1 |
| author_corporate | Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall |
| author_corporate_role | aut |
| author_facet | Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall |
| author_sort | Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall |
| building | Verbundindex |
| bvnumber | BV046155441 |
| classification_rvk | AR 22580 |
| ctrlnum | (OCoLC)1121483496 (DE-599)DNB1188480375 |
| discipline | Allgemeines |
| edition | Corrected version May 2019 |
| format | Book |
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| geographic | Deutschland (DE-588)4011882-4 gnd |
| geographic_facet | Deutschland |
| id | DE-604.BV046155441 |
| illustrated | Illustrated |
| indexdate | 2024-07-10T08:36:46Z |
| institution | BVB |
| institution_GND | (DE-588)10092511-X |
| isbn | 9783887216153 3887216156 |
| language | English German |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-031535462 |
| oclc_num | 1121483496 |
| open_access_boolean | |
| owner | DE-83 |
| owner_facet | DE-83 |
| physical | 304 Seiten Illustrationen, Diagramme, Karten |
| publishDate | 2019 |
| publishDateSearch | 2019 |
| publishDateSort | 2019 |
| publisher | DWA, Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall e.V. |
| record_format | marc |
| series | DWA topics |
| series2 | DWA topics |
| spelling | Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall Verfasser (DE-588)10092511-X aut Bemessung von Kläranlagen in warmen und kalten Klimazonen Design of wastewater treatment plants in hot and cold climates = Bemessung von Kläranlagen in warmen und kalten Klimazonen DWA Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall e.V. Corrected version May 2019 Hennef DWA, Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall e.V. May 2019 304 Seiten Illustrationen, Diagramme, Karten txt rdacontent n rdamedia nc rdacarrier DWA topics T4/2016 Klimazone (DE-588)4128757-5 gnd rswk-swf Bemessung (DE-588)4005461-5 gnd rswk-swf Kläranlage (DE-588)4030910-1 gnd rswk-swf Deutschland (DE-588)4011882-4 gnd rswk-swf TQ RG Abwasserreinigung Belebung Betrieb Kläranlagen Ozonung activated sludge kommunale Abwasserbehandlung municipal wastewater treatment wastewater Deutschland (DE-588)4011882-4 g Klimazone (DE-588)4128757-5 s DE-604 Kläranlage (DE-588)4030910-1 s Bemessung (DE-588)4005461-5 s Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall (DE-588)10092511-X pbl Erscheint auch als Online-Ausgabe 978-3-88721-616-0 DWA topics T4/2016 (DE-604)BV039566804 2016,4 B:DE-101 application/pdf http://d-nb.info/1188480375/04 Inhaltsverzeichnis DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=031535462&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Design of wastewater treatment plants in hot and cold climates = Bemessung von Kläranlagen in warmen und kalten Klimazonen DWA topics Klimazone (DE-588)4128757-5 gnd Bemessung (DE-588)4005461-5 gnd Kläranlage (DE-588)4030910-1 gnd |
| subject_GND | (DE-588)4128757-5 (DE-588)4005461-5 (DE-588)4030910-1 (DE-588)4011882-4 |
| title | Design of wastewater treatment plants in hot and cold climates = Bemessung von Kläranlagen in warmen und kalten Klimazonen |
| title_alt | Bemessung von Kläranlagen in warmen und kalten Klimazonen |
| title_auth | Design of wastewater treatment plants in hot and cold climates = Bemessung von Kläranlagen in warmen und kalten Klimazonen |
| title_exact_search | Design of wastewater treatment plants in hot and cold climates = Bemessung von Kläranlagen in warmen und kalten Klimazonen |
| title_full | Design of wastewater treatment plants in hot and cold climates = Bemessung von Kläranlagen in warmen und kalten Klimazonen DWA Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall e.V. |
| title_fullStr | Design of wastewater treatment plants in hot and cold climates = Bemessung von Kläranlagen in warmen und kalten Klimazonen DWA Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall e.V. |
| title_full_unstemmed | Design of wastewater treatment plants in hot and cold climates = Bemessung von Kläranlagen in warmen und kalten Klimazonen DWA Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall e.V. |
| title_short | Design of wastewater treatment plants in hot and cold climates |
| title_sort | design of wastewater treatment plants in hot and cold climates bemessung von klaranlagen in warmen und kalten klimazonen |
| title_sub | = Bemessung von Kläranlagen in warmen und kalten Klimazonen |
| topic | Klimazone (DE-588)4128757-5 gnd Bemessung (DE-588)4005461-5 gnd Kläranlage (DE-588)4030910-1 gnd |
| topic_facet | Klimazone Bemessung Kläranlage Deutschland |
| url | http://d-nb.info/1188480375/04 http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=031535462&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV039566804 |
| work_keys_str_mv | AT deutschevereinigungfurwasserwirtschaftabwasserundabfall bemessungvonklaranlageninwarmenundkaltenklimazonen AT deutschevereinigungfurwasserwirtschaftabwasserundabfall designofwastewatertreatmentplantsinhotandcoldclimatesbemessungvonklaranlageninwarmenundkaltenklimazonen |
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Inhaltsverzeichnis