Wastewater hydraulics: theory and practice
Saved in:
| Main Author: | |
|---|---|
| Format: | Book |
| Language: | English German |
| Published: |
Berlin [u.a.]
Springer
1999
|
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Item Description: | Literaturangaben. - Dt. Ausg. u.d.T.: Hager, Willi H.: Abwasserhydraulik |
| Physical Description: | XIX, 628 S. Ill., graph. Darst. |
| ISBN: | 354062998X |
Staff View
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Record in the Search Index
| _version_ | 1804127330400993280 |
|---|---|
| adam_text | WILLI H. HAGER WASTEWATER HYDRAULICS THEORY AND PRACTICE WITH 354
FIGURES SPRINGER 1.1 1.2 1.3 1.4 1.5 INTRODUCTION CONTINUITY EQUATION
SPECIFIC FORCE PRINCIPLE ENERGY PRINCIPLE DISCUSSION OF RESULTS 1.5.1
CORRECTION FACTORS 1.5.2 STREAMLINE CURVATURE EFFECTS REFERENCES
NOTATION LOSSES IN FLOW 2.1 2.2 INTRODUCTION FRICTION LOSSES CONTENTS 1
BASIC EQUATIONS 1 1 2 5 8 12 12 13 15 16 17 17 18 2.2.1 EQUATION OF
COLEBROOK AND WHITE 18 2.2.2 TRANSITION REGIME 20 2.2.3 ROUGH TURBULENT
REGIME 23 2.3 LOCAL LOSSES 29 2.3.1 DESCRIPTION 29 2.3.2 CONDUIT BEND 31
2.3.3 EXPANSION 34 2.3.4 CONTRACTION 36 2.3.5 COMBINING CONDUIT JUNCTION
38 2.3.6 DIVIDING CONDUIT JUNCTION 41 2.3.7 Y-JUNCTION 42 2.3.8 TRASH
RACKS 44 2.3.9 SLIDE GATE 45 2.4 DISCUSSION OF RESULTS 47 2.4.1 FREE
SURFACE AND PRESSURIZED FLOWS 47 2.4.2 TRANSFORMATION PRINCIPLE 49
REFERENCES 51 NOTATION 53 X CONTENTS 3 DESIGN OF SEWERS 55 3.1
INTRODUCTION 55 3.2 MAXIMUM DISCHARGE 55 3.2.1 FLOWING FULL CONDITION 55
3.2.2 OPERATIVE ROUGHNESS 57 3.3 MINIMUM DISCHARGE 59 3.3.1 DESIGN
CONSIDERATIONS 59 3.3.2 YAO S PROCEDURE 59 3.3.3 ATV PROCEDURE 62 3.4
SEWER CROSS-SECTIONS 63 REFERENCES 66 NOTATION 69 4 SEWAGE PUMPING -
THROTTLING DEVICES 71 4.1 INTRODUCTION 71 4.2 TYPES OF PUMPS 72 4.2.1
CENTRIFUGAL PUMPS 72 4.2.2 SCREW PUMPS 73 4.3 THROTTLING DEVICES 75
4.3.1 GENERAL 75 4.3.2 VORTEX THROTTLE 76 4.3.3 REGULATING DEVICES 77
4.4 REQUIREMENTS OF ATV 82 4.5 HINGED FLAP GATE 83 4.5.1 DESCRIPTION 83
4.5.2 HYDRAULIC CHARACTERISTICS 84 4.5.3 PERFORMANCE CHARACTERISTICS 87
4.6 DISCHARGE CONTROL 87 REFERENCES 89 NOTATION 91 5 UNIFORM FLOW 93 5.1
INTRODUCTION 93 5.2 DESCRIPTION OF UNIFORM FLOW 93 5.3 UNIFORM FLOW LAW
95 5.4 FLOW FORMULAE 96 CONTENTS XI 5.5 CONDITIONS OF PARTIAL PIPE
FILLING 98 5.5.1 PARTIAL PIPE FILLING DIAGRAMS 98 5.5.2 CHOKING OF SEWER
FLOW 99 5.5.3 PARTIAL FILLING OF CIRCULAR SEWER 102 5.5.4 PARTIAL
FILLING OF NON-CIRCULAR PROFILES 106 5.5.5 UNIFORM ENERGY HEAD 115 5.6
STEEPLY SLOPING SEWER 117 5.6.1 SELF AERATED FLOW 117 5.6.2 INCIPIENT
AERATION 117 5.6.3 UNIFORM AERATED FLOW 118 5.6.4 DESIGN PROCEDURE 120
5.7 AIR-WATER FLOWS 121 5.7.1 INTRODUCTION 121 5.7.2 EMPIRICAL
CORRELATIONS 123 5.7.3 SLUG FLOW 124 5.7.4 WAVE INSTABILITY 124 5.7.5
BENJAMIN BUBBLE 127 5.8 DESIGN OF SEWERS 129 5.8.1 DESIGN PRINCIPLE 129
5.8.2 DESIGN PROCEDURE 130 REFERENCES 133 NOTATION 135 6 CRITICAL FLOW
137 6.1 INTRODUCTION 137 6.2 DESCRIPTION OF CRITICAL FLOW 137 6.3
FEATURES OF CRITICAL FLOW 139 6.3.1 CRITICAL DEPTH 139 6.3.2 INFLUENCE
OF BOTTOM GEOMETRY 140 6.3.3 INFLUENCE OF CROSS-SECTIONAL GEOMETRY 142
6.3.4 DISCUSSION OF RESULTS 143 6.3.5 SIGNIFICANCE OF FROUDE NUMBER 147
6.4 COMPUTATION OF CRITICAL FLOW 148 6.4.1 COMPUTATIONAL PRINCIPLES 148
6.4.2 CIRCULAR SECTION 149 6.4.3 EGG-SHAPED SECTION 153 6.4.4 HORSESHOE
SECTION 155 XII CONTENTS 6.5 6.4.5 CRITICAL SLOPE 6.4.6 SUMMARY OF
RESULTS TRANSITION FROM MILD TO STEEP SEWER REACHES 6.5.1 COMPUTATIONAL
ASSUMPTIONS 6.5.2 CRITICAL POINT 6.5.3 FREE SURF ACE PROFILE 6.5.4
EXPERIMENTAL VERIFICATION REFERENCES NOTATION HYDRAULIC JUMP AND
STILLING BASINS 7.1 7.2 7.3 7.4 7.5 7.6 7.7 INTRODUCTION PHENOMENON OF
HYDRAULIC JUMP COMPUTATION OF HYDRAULIC JUMP 7.3.1 BASIC EQUATION 7.3.2
RECTANGULAR CROSS-SECTION 7.3.3 CIRCULAR SECTION 7.3.4 EGG-SHAPED AND
HORSESHOE SECTIONS HYDRAULIC JUMP OF CHOKED CIRCULAR SECTIONS 7.4.1
INTRODUCTION 7.4.2 SEQUENT WATER DEPTHS 7.4.3 AIR ENTRAINMENT 7.4.4
CHOKING CRITERION HYDRAULIC JUMP IN U-SHAPED CHANNEL OUTLET STRUCTURES
7.6.1 INTRODUCTION 7.6.2 DISSIPATION MECHANISMS 7.6.3 STILLING BASIN OF
SMITH 7.6.4 USBR STILLING BASIN 7.6.5 STILLING BASIN OF VOLLMER REMARKS
ON ENERGY DISSIPATION REFERENCES NOTATION 156 159 160 160 162 165 167
169 170 173 173 174 176 176 177 180 184 186 186 187 190 190 190 193 193
194 196 198 200 200 205 206 CONTENTS XHI 8 BACKWATER CURVES 209 8.1
INTRODUCTION 209 8.2 GENERAL EQUATION OF BACKWATER CURVES 211 8.3
BACKWATER CURVES IN PRISMATIC CHANNELS 213 8.4 BACKWATER CURVES IN
CIRCULAR SEWERS 217 8.4.1 SPECIAL SOLUTION 217 8.4.2 GENERAL SOLUTION
219 8.4.3 BACKWATER LENGTH AND DRAWDOWN LENGTH 220 8.5 CLASSIFICATION OF
BACKWATER CURVES 222 8.6 COMPUTATION OF BACKWATER CURVES 225 8.6.1
COMPUTATIONAL SCHEME 225 8.6.2 COMPUTATIONS FOR A SINGLE SEWER REACH 227
8.6.3 COMPUTATIONS FOR TWO SEWER REACHES 232 8.6.4 SEWER NETWORKS WITH
CONSTANT DIAMETER 235 8.6.5 SEWER NETWORK WITH VARIABLE DIAMETER 238 8.7
BACKWATER CURVES IN EGG-SHAPED AND HORSESHOE SEWERS 241 8.7.1
INTRODUCTION 241 8.7.2 METHOD OF EQUIVALENT CROSS-SECTION 242 8.8
BACKWATER CURVES IN RECTANGULAR CHANNELS 244 8.8.1 INTRODUCTION 244
8.8.2 EQUATION OF FREE SURFACE PROFILE 245 8.8.3 APPROXIMATE SOLUTION
248 REFERENCES 252 NOTATION 253 9 CULVERTS-THROTTLING PIPES-INVERTED
SIPHONS 255 9.1 INTRODUCTION 255 9.2 CULVERT 255 9.2.1 DESCRIPTION 255
9.2.2 CONDITIONS OF FLOW 256 9.2.3 GENERALIZED FLOW DIAGRAM 258 9.2.4
DESIGN EQUATIONS 260 9.2.5 SIMPLE CULVERT STRUCTURE 261 9.3 THROTTLING
PIPE 266 9.3.1 DESCRIPTION 266 9.3.2 HYDRAULIC DESIGN 268 9.3.3
DISCHARGE EQUATIONS 271 XIV CONTENTS 9.4 INVERTED SIPHON 274 9.4.1
DESCRIPTION OF STRUCTURE 274 9.4.2 HYDRAULIC DESIGN 275 REFERENCES 277
NOTATION 278 10 OVERFALLS 279 10.1 INTRODUCTION 279 10.2 SHARP-CRESTED
OVERFALLS 281 10.2.1 SHARP-CRESTED RECTANGULAR WEIR 281 10.2.2
SHARP-CRESTED TRIANGULAR WEIR 285 10.3 BROAD-CRESTED WEIR 289 10.4
CYLINDRICAL WEIR 294 10.5 COMPARISON OF WEIRS 295 REFERENCES 296
NOTATION 297 11 END OVERFALL 299 11.1 INTRODUCTION 299 11.2 RECTANGULAR
CHANNEL 299 11.2.1 FLOW DESCRIPTION 299 11.2.2 FREE SURFACE PROFILE 302
11.2.3 DISCHARGE EQUATION 304 11.3 CIRCULAR PIPE 305 11.3.1 FLOW
DESCRIPTION 305 11.3.2 EFFECT OF APPROACH FROUDE NUMBER 307 11.3.3 JET
GEOMETRY 309 11.3.4 SUBMERGENCE EFFECTS 311 11.3.5 EGG-SHAPED SEWER 312
11.4 CAVITY OUTFLOW 313 11.4.1 OUTFLOW FEATURES OF PIPES 313 11.4.2
DESCRIPTION OF CAVITY OUTFLOW 314 11.4.3 CAVITY SHAPE 316 11.4.4 END
DEPTH RATIO 320 11.4.5 NAPPE TRAJECTORIES 320 11.4.6 VELOCITY
DISTRIBUTION 321 REFERENCES 322 NOTATION 323 CONTENTS XV 12 VENTURI
FLUME 325 12.1 INTRODUCTION 325 12.2 LONG-THROATED FLUME 327 12.2.1
DISCHARGE EQUATION 327 12.2.2 DISCUSSION OF RESULT 330 12.2.3 EFFECT OF
STREAMLINE CURVATURE 331 12.2.4 SUBMERGED FLOW 335 12.2.5 COMPARISON
WITH OBSERVATIONS 336 12.2.6 VENTURI FLUME IN MANHOLE 338 12.3 SHORT
VENTURI FLUME 339 12.4 DESIGN RECOMMENDATIONS 341 REFERENCES 342
NOTATION 343 13 MOBILE DISCHARGE MEASUREMENT 345 13.1 INTRODUCTION 345
13.2 MOBILE VENTURI FLUME 346 13.2.1 PRINCIPLE OF MEASUREMENT 346 13.2.2
MOBILE VENTURI FLUME IN RECTANGULAR CHANNEL 347 13.2.3 MOBILE VENTURI
WITH CIRCULAR CONE 352 13.3 MOBILE VENTURI FLUME IN CIRCULAR PIPE 355
13.3.1 BASIC DEVICE 355 13.3.2 OPTIMIZED DESIGN 358 13.4 MOBILE
DISCHARGE MEASUREMENT WITH LATERAL CONSTRICTION 362 13.4.1 PLATE VENTURI
362 13.4.2 DISCHARGE EQUATION 363 13.4.3 PRACTICAL ASPECTS 365 13.5
MOBILE DISCHARGE MEASUREMENT WITH WEIRS 366 REFERENCES 367 NOTATION 367
14 STANDARD MANHOLE 369 14.1 INTRODUCTION 369 14.2 CHOKING AT SEWER
ENTRANCE 371 XVI CONTENTS 14.3 PRESSURIZED MANHOLE FLOW 372 14.3.1
UNSUITABLE MANHOLE DESIGN 372 14.3.2 RESULTS OF LIEBMANN 373 14.3.3
RESULTS OF LINDVALL AND MARSALEK 375 14.3.4 FURTHER RESULTS 376
REFERENCES 376 NOTATION 378 15 FALL MANHOLES 379 15.1 INTRODUCTION 379
15.2 DROP MANHOLE 380 15.2.1 SETUP OF MANHOLE 380 15.2.2 APPROACH SEWER
381 15.2.3 JET GEOMETRY 382 15.2.4 DROP SHAFT 384 15.2.5 MANHOLE OUTLET
384 15.3 VORTEX DROP 387 15.3.1 LIMITS OF APPLICATION 387 15.3.2 INTAKE
STRUCTURE 388 15.3.3 DESIGN OF INTAKE 389 15.3.4 VERTICAL SHAFT 393
15.3.5 DISSIPATION CHAMBER 395 REFERENCES 397 NOTATION 398 16 JUNCTION
MANHOLES 399 16.1 INTRODUCTION 399 16.2 SUBCRITICAL FLOW 400 16.2.1
PRINCIPLE OF COMPUTATION 400 16.2.2 SUB- AND TRANSCRITICAL FLOWS 403
16.2.3 LOSS COEFFICIENTS 407 16.2.4 COMPUTATION OF FREE SURFACE PROFILES
411 16.2.5 BOTTOM DROP 412 CONTENTS XVU 16.3 SUPERCRITICAL FLOW 416
16.3.1 FLOW PHENOMENON 416 16.3.2 ABRUPT WALL DEFLECTION 419 16.3.3
CHANNEL CONTRACTION 427 16.3.4 CHANNEL EXPANSION 431 16.3.5 CHANNEL BEND
434 16.3.6 CHANNEL JUNCTION 441 16.3.7 METHODS OF SHOCKWAVE REDUCTION
448 16.4 BEND MANHOLE 454 16.4.1 INTRODUCTION 454 16.4.2 SUBCRITICAL
FLOW 454 16.4.3 SUPERCRITICAL FLOW 459 16.4.4 SHOCKWAVE REDUCTION 466
REFERENCES 471 NOTATION 473 17 DISTRIBUTION CHANNEL 477 17.1
INTRODUCTION 477 17.2 GOVERNING EQUATIONS 479 17.3 LATERAL OUTFLOW 482
17.4 PSEUDO-UNIFORM FLOW 483 17.4.1 EFFECT OF WIDTH REDUCTION 483 17.4.2
EFFECT OF BOTTOM ELEVATION 486 17.5 GENERAL FREE SURFACE PROFILE 487
17.5.1 REPRESENTATION OF SOLUTION 487 17.5.2 SIMILARITY SOLUTIONS 491
17.6 DISTRIBUTION CHANNEL 495 17.6.1 SUBSTITUTE DISTRIBUTION CHANNEL 495
17.6.2 EFFECT OF FRICTION 497 17.6.3 LATERAL OUTFLOW FEATURES 499 17.6.4
PSEUDO-UNIFORM FLOW 501 17.7 CHANNEL BIFURCATION 503 17.7.1 FLOW PATTERN
503 17.7.2 T-BIFURCATION 505 REFERENCES 509 NOTATION 510 XVHI CONTENTS
18 SEWER SIDEWEIR 513 18.1 INTRODUCTION 513 18.2 DESIGN BASIS 515 18.2.1
BASIC KNOWLEDGE 515 18.2.2 DESCRIPTION OF STANDARD STRUCTURE 515 18.3
HIGH-CRESTED SEWER SIDEWEIR 516 18.3.1 APPROACH SEWER 516 18.3.2
OVERFLOW REACH 517 18.3.3 THROTTLING PIPE 526 18.4 LOW-CRESTED SEWER
SIDEWEIR 527 18.4.1 FLOW PATTERNS 527 18.4.2 PRISMATIC SIDEWEIR 528
18.4.3 CONVERGING SIDEWEIR 532 18.4.4 HYDRAULIC JUMP IN SIDEWEIR 536
18.4.5 COMPUTATIONAL APPROACH FOR CONVERGING SIDEWEIR 538 18.5 SHORT
SEWER SIDEWEIR 542 18.5.1 INTRODUCTION 542 18.5.2 END PLATE 543 18.5.3
DISCHARGE DISTRIBUTION 545 18.5.4 FREE SURFACE PROFILE 546 18.5.5
LATERAL DISCHARGE 547 18.5.6 MOMENTUM TRANSFER 549 18.5.7 EXPERIMENTAL
OBSERVATIONS 550 18.6 SEWER SIDEWEIR WITH THROTTLING PIPE 552 18.6.1
INTRODUCTION 552 18.6.2 FREE SURFACE PROFILE 554 18.6.3 END DEPTH RATIO
557 18.6.4 DISCHARGE DISTRIBUTION 557 18.6.5 DISCHARGE CHARACTERISTICS
557 18.6.6 THROTTLING DISCHARGE CHARACTERISTICS 559 18.6.7 DESIGN
RECOMMENDATIONS 560 18.7 CLOSING COMMENTS 561 REFERENCES 562 NOTATION
563 CONTENTS XIX 19 SIDE CHANNEL 19.1 INTRODUCTION 19.2 BASIC EQUATIONS
19.3 SIDE CHANNEL WITH RECTANGULAR CROSS-SECTION 19.3.1 EQUATION OF FREE
SURFACE PROFILE 19.3.2 GENERAL CLASSIFICATION 19.3.3 TRANSITIONAL FLOW
19.3.4 CRITICAL FLOW 19.3.5 COMPARISON WITH U-SHAPED PROFILE 19.4
PRACTICAL ASPECTS OF SIDE CHANNEL FLOW REFERENCES NOTATION 20 BOTTOM
OPENING 20.1 INTRODUCTION 20.2 COMPUTATIONAL ASSUMPTIONS 20.3 END DEPTH
RATIO 20.4 DISCHARGE CHARACTERISTICS 20.5 EXCESS TREATMENT DISCHARGE
20.6 DOWNSTREAM FLOW 20.7 SURFACE PROFILE 20.8 DESIGN PRINCIPLES
REFERENCES NOTATION APPENDIX SHORT HISTORY OF WASTEWATER HYDRAULICS
SUBJECT INDEX AUTHORS INDEX 567 567 568 570 570 573 576 578 580 581 584
585 587 587 588 589 591 592 594 596 600 600 601 603 613 625
|
| any_adam_object | 1 |
| author | Hager, Willi H. 1951- |
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| author_facet | Hager, Willi H. 1951- |
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| bvnumber | BV012670167 |
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| callnumber-raw | TD675 |
| callnumber-search | TD675 |
| callnumber-sort | TD 3675 |
| callnumber-subject | TD - Environmental Technology |
| classification_rvk | WK 6900 |
| ctrlnum | (OCoLC)41572561 (DE-599)BVBBV012670167 |
| dewey-full | 628.3 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 628 - Sanitary engineering |
| dewey-raw | 628.3 |
| dewey-search | 628.3 |
| dewey-sort | 3628.3 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Biologie Bauingenieurwesen |
| format | Book |
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| id | DE-604.BV012670167 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T18:31:38Z |
| institution | BVB |
| isbn | 354062998X |
| language | English German |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-008610602 |
| oclc_num | 41572561 |
| open_access_boolean | |
| owner | DE-703 DE-525 |
| owner_facet | DE-703 DE-525 |
| physical | XIX, 628 S. Ill., graph. Darst. |
| publishDate | 1999 |
| publishDateSearch | 1999 |
| publishDateSort | 1999 |
| publisher | Springer |
| record_format | marc |
| spelling | Hager, Willi H. 1951- Verfasser (DE-588)121396657 aut Wastewater hydraulics theory and practice Willi H. Hager Berlin [u.a.] Springer 1999 XIX, 628 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Literaturangaben. - Dt. Ausg. u.d.T.: Hager, Willi H.: Abwasserhydraulik Sewerage Fluid dynamics Hydraulik (DE-588)4026288-1 gnd rswk-swf Abwasser (DE-588)4000302-4 gnd rswk-swf Abwasseranlage (DE-588)4499192-7 gnd rswk-swf Abwasser (DE-588)4000302-4 s Abwasseranlage (DE-588)4499192-7 s Hydraulik (DE-588)4026288-1 s 1\p DE-604 DE-604 HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=008610602&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Hager, Willi H. 1951- Wastewater hydraulics theory and practice Sewerage Fluid dynamics Hydraulik (DE-588)4026288-1 gnd Abwasser (DE-588)4000302-4 gnd Abwasseranlage (DE-588)4499192-7 gnd |
| subject_GND | (DE-588)4026288-1 (DE-588)4000302-4 (DE-588)4499192-7 |
| title | Wastewater hydraulics theory and practice |
| title_auth | Wastewater hydraulics theory and practice |
| title_exact_search | Wastewater hydraulics theory and practice |
| title_full | Wastewater hydraulics theory and practice Willi H. Hager |
| title_fullStr | Wastewater hydraulics theory and practice Willi H. Hager |
| title_full_unstemmed | Wastewater hydraulics theory and practice Willi H. Hager |
| title_short | Wastewater hydraulics |
| title_sort | wastewater hydraulics theory and practice |
| title_sub | theory and practice |
| topic | Sewerage Fluid dynamics Hydraulik (DE-588)4026288-1 gnd Abwasser (DE-588)4000302-4 gnd Abwasseranlage (DE-588)4499192-7 gnd |
| topic_facet | Sewerage Fluid dynamics Hydraulik Abwasser Abwasseranlage |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=008610602&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT hagerwillih wastewaterhydraulicstheoryandpractice |