Stormwater conveyance modeling and design:
Gespeichert in:
| Format: | Buch |
|---|---|
| Sprache: | English |
| Veröffentlicht: |
Waterbury, CT
Haestad Press
2003
|
| Ausgabe: | 1. ed |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis Inhaltsverzeichnis |
| Beschreibung: | XIX, 688 S. Ill., graph. Darst. 28 cm 1 CD-ROM (12 cm) |
| ISBN: | 0965758087 |
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Datensatz im Suchindex
| _version_ | 1804138992226009088 |
|---|---|
| adam_text | H A E S T A D M E T H O D S STORMWATER CONVEYANCE MODELING AND DESIGN F
I R S T E D I T I O N AUTHORS HAESTAD METHODS S. ROCKY DURRANS MANAGING
EDITOR KRISTEN DIETRICH CONTRIBUTING AUTHORS MUNEEF AHMAD, THOMAS E.
BARNARD, PEDER HJORTH, AND ROBERT PITT PEER REVIEW BOARD ROGER T.
KILGORE (KILGORE CONSULTING) G. V. LOGANATHAN (VIRGINIA TECH) MICHAEL
MEADOWS (UNIVERSITY OF SOUTH CAROLINA) SHANE PARSON (ANDERSON &
ASSOCIATES) DAVID WALL (UNIVERSITY OF NEW HAVEN) EDITORS DAVID KLOTZ,
ADAM STRAFACI, AND COLLEEN TOTZ HAESTAD PRESS WATERBURY, CT USA TABLE OF
CONTENTS PREFACE XI CONTINUING EDUCATION UNITS XV ABOUT THE SOFTWARE
XVII CHAPTER 1 INTRODUCTION TO STORMWATER CONVEYANCE MODELING AND DESIGN
1 1.1 NEED FOR STORMWATER CONVEYANCE SYSTEMS 2 1.2 HISTORY OF STORMWATER
MANAGEMENT SYSTEMS 5 ANCIENT PRACTICES 5 POST-ROMAN ERA TO THE 1700S 6
THE NINETEENTH CENTURY 7 THE TWENTIETH CENTURY 9 SUMMARY AND OUTLOOK 11
1.3 OVERVIEW OF STORMWATER CONVEYANCE SYSTEM DESIGN 11 DESIGN OBJECTIVES
12 RESOURCES 13 CONSTRAINTS 13 WHAT IS BEST? 14 1.4 CHAPTER SUMMARY 14
CHAPTER 2 SYSTEM COMPONENTS, MODELS, AND THE DESIGN PROCESS 17 2.1
HYDROLOGIC COMPONENTS 18 PRECIPITATION 18 RUNOFF 18 TABLE OF CONTENTS
2.2 HYDRAULIC COMPONENTS 19 OPEN CHANNELS 19 CULVERTS 22 STORM SEWER
SYSTEMS 25 STORMWATER DETENTION AND RETENTION 33 SUMMARY OF HYDRAULIC
MODELS FOR VARIOUS COMPONENTS OF STORMWATER MANAGEMENT SYSTEMS 34 2.3
THE DESIGN PROCESS 36 MASTER PLANNING 36 PRELIMINARY DESIGN DEVELOPMENT
37 DETAILED DESIGN 38 CONSTRUCTION DRAWINGS, SPECIFICATIONS, AND
CONTRACT DOCUMENTS 38 2.4 INTEGRATION OF STORMWATER CONVEYANCE MODELING
WITH CAD SOFTWARE AND GIS 39 CAD INTEGRATION 39 GIS INTEGRATION 41 2.5
SOURCES OF MODEL DATA 44 PROPOSED SYSTEMS 45 EXISTING SYSTEMS 46 2.6
CHAPTER SUMMARY 48 CHAPTER 3 FUNDAMENTAL LAWS AND UNITS 51 3.1
CONSERVATION OF MASS 51 3.2 CONSERVATION OF ENERGY 55 3.3 CONSERVATION
OF MOMENTUM 58 3.4 COMMON UNITS OF MEASUREMENT 61 3.5 CHAPTER SUMMARY 63
CHAPTER 4 MODELING RAINFALL 67 4.1 THE HYDROLOGIC CYCLE 68 4.2
PRECIPITATION TYPES 70 FRONTAL PRECIPITATION 70 CYCLONIC PRECIPITATION
70 CONVECTIVE PRECIPITATION 71 OROGRAPHIC PRECIPITATION 71 ILL 4.3 BASIC
RAINFALL CHARACTERISTICS 72 DEPTH AND INTENSITY 73 TEMPORAL
DISTRIBUTIONS 73 SPATIAL DISTRIBUTIONS 74 RECURRENCE INTERVAL 74 4.4
OBTAINING RAINFALL DATA 76 RAINFALL DATA COLLECTION METHODS 76 RAINFALL
DATA SOURCES 79 4.5 TYPES OF RAINFALL DATA 87
INTENSITY-DURATION-FREQUENCY CURVES 87 TEMPORAL DISTRIBUTIONS AND
HYETOGRAPHS FOR DESIGN STORMS 91 4.6 RAINFALL REQUIREMENTS FOR MODELING
RUNOFF 101 4.7 CHAPTER SUMMARY 103 CHAPTER 5 MODELING RUNOFF 107 5.1
RAINFALL ABSTRACTIONS 108 INTERCEPTION 108 DEPRESSION STORAGE 109
INFILTRATION 110 5.2 DETERMINATION OF EFFECTIVE PRECIPITATION (RUNOFF)
116 RUNOFF COEFFICIENT 118 NRCS (SCS) CURVE NUMBER METHOD 119 CREATING
DIRECT RUNOFF (EFFECTIVE RAINFALL) HYETOGRAPHS 132 5.3 MEASURES OF BASIN
RESPONSE TIME 134 BASIN RESPONSE TIME ESTIMATION METHODS 135 TIME OF
CONCENTRATION AND BASIN LAG 139 5.4 PEAK FLOW ESTIMATION 140 RATIONAL
METHOD 140 NRCS (SCS) PEAK FLOW ESTIMATION 144 USGS REGRESSION-BASED
FORMULAS 148 5.5 HYDROGRAPH ESTIMATION 150 OVERVIEW OF DIRECT RUNOFF
HYDROGRAPH ESTIMATION USING A UNIT HYDROGRAPH 152 UNIT HYDROGRAPHS 152
DISCRETE CONVOLUTION 158 KINEMATIC WAVE MODEL 162 5.6 BASE FLOW 165 5.7
SNOWMELT 166 RUNOFF POTENTIAL 167 SNOWMELT MODELS 167 IV TABLE OF
CONTENTS 5.8 CHANNEL ROUTING 169 MUSKINGUM ROUTING 170 5.9 RESERVOIR
ROUTING 173 5.10 SUMMARY OF METHODS FOR COMPUTING FLOWS 173 5.11 CHAPTER
SUMMARY 176 CHAPTER 6 FLOW IN CLOSED CONDUITS 1 85 6.1 THE ENERGY
EQUATION 186 THE VELOCITY DISTRIBUTION COEFFICIENT 187 GRAPHICAL
REPRESENTATION OF THE ENERGY EQUATION 188 6.2 RESISTANCE TO FLOW IN
CLOSED CONDUITS 192 THE REYNOLDS NUMBER 192 THE DARCY-WEISBACH EQUATION
192 THE MANNING EQUATION 198 THE CHEZY EQUATION 200 THE HAZEN-WILLIAMS
EQUATION 201 6.3 MINOR LOSSES AT BENDS AND APPURTENANCES 202 CLASSICAL
METHOD 202 6.4 MOMENTUM AND FORCES IN PIPE FLOW 208 EVALUATING FORCES ON
HYDRAULIC STRUCTURES 210 6.5 CHAPTER SUMMARY 212 CHAPTER 7 FLOW IN OPEN
CHANNELS 217 7.1 CLASSIFICATION AND PROPERTIES OF OPEN CHANNELS 218
GEOMETRIC PROPERTIES OF OPEN CHANNELS 219 7.2 ENERGY AND CONSTITUTIVE
RELATIONSHIPS 223 PRESSURE VARIATIONS IN OPEN-CHANNEL FLOW 225
CONSTITUTIVE RELATIONSHIPS FOR OPEN-CHANNEL FLOW 225 MINOR LOSSES IN
OPEN-CHANNEL FLOW 230 7.3 UNIFORM FLOW AND NORMAL DEPTH 231 UNIFORM FLOW
IN SIMPLE CHANNELS 233 UNIFORM FLOW IN A CHANNEL WITH A GRADUALLY
CLOSING TOP 235 UNIFORM FLOW IN A CHANNEL WITH COMPOSITE ROUGHNESS 238
UNIFORM FLOW IN COMPOUND CROSS SECTIONS 240 7.4 SPECIFIC ENERGY AND
CRITICAL FLOW 244 SPECIFIC ENERGY 244 CRITICAL DEPTH AND CRITICAL FLOW
246 COMPOUND CHANNEL SECTIONS 248 FLOW CONTROL 252 FLOW MEASUREMENT 252
ANALYSIS OF FLOW IN CHANNEL TRANSITIONS 252 7.5 MOMENTUM IN OPEN-CHANNEL
FLOW 255 SPECIFIC FORCE 258 THE HYDRAULIC JUMP 260 FORCES ON SUBMERGED
STRUCTURES 263 7.6 WEIRS 265 WEIR CHARACTERISTICS 265 SHARP-CRESTED
WEIRS 266 BROAD-CRESTED WEIRS 268 7.7 ORIFICES 270 7.8 GRADUALLY VARIED
FLOW 271 WATER SURFACE PROFILE EQUATION 272 CLASSIFICATION OF FLOW
PROFILES 273 PROFILE CALCULATIONS 275 7.9 SPATIALLY VARIED FLOW 277
SPATIALLY VARIED FLOW WITH AN INCREASING DISCHARGE 278 SPATIALLY VARIED
FLOW WITH A DECREASING DISCHARGE 279 7.10 CHAPTER SUMMARY 279 CHAPTER 8
DESIGN OF OPEN CHANNELS 287 8.1 DESIGN CONSIDERATIONS 288 VELOCITY OF
FLOW 288 FROUDE NUMBER 289 SIDE SLOPES 289 LONGITUDINAL SLOPE 289
FREEBOARD 289 LINING MATERIAL 290 COST AND MAINTENANCE 290 SAFETY 290
AESTHETICS 290 RIGHT-OF-WAY REQUIREMENTS 291 DRY-WEATHER FLOWS 291 8.2
BEST HYDRAULIC SECTION 291 8.3 DESIGN OF LINED CHANNELS 294 8.4 DESIGN
OF ERODIBLE CHANNELS 297 METHOD OF PERMISSIBLE VELOCITY 297 METHOD OF
TRACTIVE FORCE 303 VI TABLE OF CONTENTS 8.5 8.6 8.7 8.8 DESIGN OF
GRASSED CHANNELS PROCEDURE FOR DESIGN OF A GRASSED CHANNEL..
RIPRAP-LINED CHANNELS MODIFYING EXISTING CHANNELS CHAPTER SUMMARY 308
312 315 315 318 CHAPTER 9 CULVERT DESIGN 323 9.1 CULVERT DESIGN FLOWS
325 9.2 CULVERT TYPES AND MATERIALS 326 9.3 CULVERT END TREATMENTS 327
9.4 ALIGNMENTS OF CULVERTS 331 HORIZONTAL ALIGNMENT 331 VERTICAL
ALIGNMENT 332 SKEWED CULVERTS 333 9.5 CULVERT HYDRAULICS 334 FLOW
CONTROLS 335 GRAPHICAL ANALYSIS OF CULVERT PERFORMANCE 340 FLOW PROFILE
ANALYSIS OF CULVERT PERFORMANCE 348 OUTLET VELOCITY 354 9.6 ROADWAY
OVERTOPPING 355 9.7 PERFORMANCE CURVES 359 9.8 EROSION PROTECTION 360
9.9 ENVIRONMENTAL CONSIDERATIONS 362 9.10 CHAPTER SUMMARY 364 CHAPTER 10
GUTTER FLOW AND INLET DESIGN 369 10.1 ROADWAY GUTTERS 370 FLOW IN
UNIFORM GUTTER SECTIONS 371 FLOW IN COMPOSITE GUTTER SECTIONS 373 OTHER
GUTTER SECTIONS 377 10.2 INLETS 377 HYDRAULIC PERFORMANCE CONCEPTS 378
GRATE INLETS 380 CURB-OPENING INLETS 392 COMBINATION INLETS 397
SLOTTED-DRAIN INLETS 398 VLL 10.3 INLET LOCATIONS AND DESIGN FLOWS 400
10.4 CHAPTER SUMMARY 403 CHAPTER 1 1 STORM SEWER PIPE SYSTEM AND OUTLET
DESIGN 407 11.1 STORM SEWER TYPES, COMPONENTS, AND MATERIALS 409 STORM
SEWER PIPES 409 STORM SEWER APPURTENANCES 416 11.2 ALIGNMENT OF STORM
SEWERS 421 HORIZONTAL ALIGNMENT 421 VERTICAL ALIGNMENT 421 SEWER SLOPES
422 11.3 INITIAL PIPE SYSTEM DESIGN 422 MULTIPLE DESIGN-STORM RETURN
PERIODS 425 DIRECTLY AND INDIRECTLY CONNECTED AREAS 426 11.4 MINOR
LOSSES IN JUNCTION STRUCTURES 434 ENERGY-LOSS METHOD 434 COMPOSITE
ENERGY-LOSS METHOD 440 11.5 FINAL DESIGN OF THE PIPE SYSTEM 444
SURCHARGED PIPES 444 OPEN-CHANNEL FLOW 452 STRUCTURAL LOADS AND STRESSES
IN PIPES 460 FLOW ROUTING IN STORM SEWERS 460 11.6 USING COMPUTER MODELS
FOR STORM SEWER DESIGN AND ANALYSIS 461 11.7 OUTFALL DESIGN AND ENERGY
DISSIPATION 464 11.8 CHAPTER SUMMARY 472 CHAPTER 12 STORMWATER DETENTION
477 12.1 OVERVIEW OF STORMWATER DETENTION 478 THE ADVANTAGES OF
IMPLEMENTING DETENTION PONDS 478 STORMWATER DETENTION VERSUS RETENTION
479 ADDITIONAL REFERENCES ON STORMWATER DETENTION 479 12.2 TYPES OF
STORMWATER DETENTION FACILITIES 479 DRY VERSUS WET PONDS 480 ABOVEGROUND
VERSUS UNDERGROUND DETENTION 481 ON-LINE VERSUS OFF-LINE DETENTION 482
REGIONAL VERSUS ON-SITE DETENTION 482 INDEPENDENT VERSUS INTERCONNECTED
PONDS 484 VIII TABLE OF CONTENTS 12.3 STORMWATER DETENTION MODELING
CONCEPTS 485 12.4 DETENTION DESIGN CONSIDERATIONS 487 PRE-DEVELOPMENT
VERSUS POST-DEVELOPMENT CRITERIA 488 DOWNSTREAM SYSTEMS 488 MANDATED
RELEASE RATES 488 DESIGN STORMS 488 PEAK FLOW TIMING ISSUES 489
BYPASSING FLOWS FROM OFF-SITE 490 VOLUME MITIGATION ISSUES 491 12.5
COMPONENTS OF DETENTION FACILITIES 493 DAM EMBANKMENTS 493 FREEBOARD 493
POND BOTTOMS AND SIDE SLOPES 493 OUTLET STRUCTURES 494 OVERFLOW
SPILLWAYS 496 OUTFALL SHEET FLOW CONDITIONS 496 DIVERSION STRUCTURES AND
CONVEYANCES 497 12.6 ROUTING DATA: STORAGE AND HYDRAULIC RELATIONSHIPS
497 STAGE VERSUS SURFACE AREA 497 STAGE VERSUS STORAGE VOLUME 499 STAGE
VERSUS DISCHARGE 505 12.7 STORAGE ROUTING CALCULATIONS 509
STORAGE-INDICATION METHOD 511 POND ROUTING BY NUMERICAL INTEGRATION 520
12.8 ITERATIVE POND DESIGN 525 12.9 CHAPTER SUMMARY 527 CHAPTER 13
STORMWATER PUMPING 533 13.1 NEED FOR STORMWATER PUMPING 534 13.2 PUMP
TYPES AND INSTALLATION METHODS 536 PUMP TYPES 536 PUMP INSTALLATIONS 540
13.3 PUMP PERFORMANCE AND SELECTION 545 PUMP PERFORMANCE CURVES 545
SYSTEM CURVES 548 OPERATING POINT AND PUMP SELECTION 552 CAVITATION AND
LIMITS ON PUMP LOCATION 553 INSTALLATIONS WITH MULTIPLE PUMPS 555 13.4
PIPING SYSTEM REQUIREMENTS 556 PIPE REQUIREMENTS 556 VALVES AND FITTINGS
558 IX 13.5 PUMP CONTROLS 559 13.6 STORAGE REQUIREMENTS 560 13.7 PUMPING
STATION DESIGN 563 HYDROLOGY 563 DEVELOPMENT OF A TRIAL DESIGN 563 TRIAL
DESIGN EVALUATION 564 13.8 MISCELLANEOUS DESIGN CONSIDERATIONS 566
ARCHITECTURAL CONSIDERATIONS 566 POWER AND CONTROL REQUIREMENTS 567
TRASH RACKS AND GRIT CHAMBERS 567 MONITORING DEVICES 569 SAFETY AND
VENTILATION REQUIREMENTS 569 DOORWAYS, HATCHES, AND MONORAILS 569 13.9
CHAPTER SUMMARY 569 CHAPTER 14 REGULATORY AND ENVIRONMENTAL ISSUES 575
14.1 INTERNATIONAL OVERVIEW OF REGULATORY GUIDELINES AND POLICIES 575
MILESTONES IN INTERNATIONAL WATER RESOURCES POLICIES 576 AGENDA 21 AND
WATER MANAGEMENT 576 ADDITIONAL INTERNATIONAL GUIDELINES 577 DRAINAGE
MANAGEMENT IN DEVELOPING COUNTRIES 580 REGULATION OF INTERNATIONAL
WATERCOURSES 582 WATER AND ENVIRONMENT IN THE EUROPEAN UNION 583
CANADIAN STORMWATER REGULATIONS 589 14.2 REGULATORY REQUIREMENTS IN THE
UNITED STATES 592 FEDERAL LAWS AND REGULATIONS 593 STATE LAWS AND
REGULATIONS 599 LOCAL REGULATIONS 601 14.3 CHAPTER SUMMARY 603 CHAPTER
15 STORMWATER QUALITY MANAGEMENT 607 15.1 ENVIRONMENTAL EFFECTS OF
STORMWATER RUNOFF 608 POLLUTANTS IN URBAN STORMWATER 609 EFFECTS ON
STREAMS 612 RECEIVING-WATER CONSIDERATIONS 613 15.2 HYDROLOGY FOR
STORMWATER QUALITY CONTROL 614 TABLE OF CONTENTS 15.3 STORMWATER QUALITY
BEST MANAGEMENT PRACTICES 617 STRUCTURAL BMPS 618 EFFECTIVENESS OF
STRUCTURAL BMPS 626 NONSTRUCTURAL BMPS 628 15.4 APPROACHES TO APPLYING
BEST MANAGEMENT PRACTICES 630 IMPLEMENTATION OF CONTROLS IN NEWLY
DEVELOPING AREAS 631 STORMWATER CONTROLS SUITABLE FOR RETROFITTING IN
EXISTING AREAS 633 CONSTRUCTION PROJECT BEST MANAGEMENT PRACTICES 634
15.5 CHAPTER SUMMARY 638 APPENDIX A PHYSICAL PROPERTIES OF WATER 641
APPENDIX B UNIT CONVERSIONS 643 APPENDIX C C.I C.2 C.3 C.4 UNSTEADY
STORMWATER FLOW 645 BASICS OF UNSTEADY FLOW ANALYSIS 645 HYDRODYNAMIC
EQUATIONS 647 APPROXIMATIONS OF THE HYDRODYNAMIC EQUATIONS 648 KINEMATIC
WAVE ROUTING 648 MUSKINGUM ROUTING 648 MUSKINGUM-CUNGE ROUTING 649
CONVEX ROUTING 649 WEIGHTED TRANSLATION ROUTING 650 TRANSLATION ROUTING
650 ROUTING METHOD COMPLICATIONS 650 APPENDIX D REFERENCES FOR COMMON
STORMWATER CONVEYANCE SYSTEM COMPONENT MODELS AND SOFTWARE 653
BIBLIOGRAPHY 655
|
| any_adam_object | 1 |
| building | Verbundindex |
| bvnumber | BV023796093 |
| classification_rvk | RB 10363 |
| ctrlnum | (OCoLC)249825556 (DE-599)BVBBV023796093 |
| dewey-full | 628.21 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 628 - Sanitary engineering |
| dewey-raw | 628.21 |
| dewey-search | 628.21 |
| dewey-sort | 3628.21 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen Geographie |
| edition | 1. ed |
| format | Book |
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| id | DE-604.BV023796093 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T21:37:00Z |
| institution | BVB |
| institution_GND | (DE-588)6031916-1 |
| isbn | 0965758087 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-017438298 |
| oclc_num | 249825556 |
| open_access_boolean | |
| owner | DE-634 DE-83 DE-11 |
| owner_facet | DE-634 DE-83 DE-11 |
| physical | XIX, 688 S. Ill., graph. Darst. 28 cm 1 CD-ROM (12 cm) |
| publishDate | 2003 |
| publishDateSearch | 2003 |
| publishDateSort | 2003 |
| publisher | Haestad Press |
| record_format | marc |
| spelling | Stormwater conveyance modeling and design authors: Haestad Methods ; S. Rocky Durrans 1. ed Waterbury, CT Haestad Press 2003 XIX, 688 S. Ill., graph. Darst. 28 cm 1 CD-ROM (12 cm) txt rdacontent n rdamedia nc rdacarrier Wasserwirtschaft (DE-588)4064821-7 gnd rswk-swf Abfluss (DE-588)4000114-3 gnd rswk-swf Regenwasser (DE-588)4049003-8 gnd rswk-swf Kanalisation (DE-588)4029466-3 gnd rswk-swf Modellierung (DE-588)4170297-9 gnd rswk-swf Starkregen (DE-588)4121721-4 gnd rswk-swf Wasserbau (DE-588)4064700-6 gnd rswk-swf Hochwasserschutz (DE-588)4025290-5 gnd rswk-swf Abflussmenge (DE-588)4141033-6 gnd rswk-swf Regenwasser (DE-588)4049003-8 s Abflussmenge (DE-588)4141033-6 s Modellierung (DE-588)4170297-9 s Hochwasserschutz (DE-588)4025290-5 s Wasserbau (DE-588)4064700-6 s DE-604 Starkregen (DE-588)4121721-4 s Wasserwirtschaft (DE-588)4064821-7 s Abfluss (DE-588)4000114-3 s Kanalisation (DE-588)4029466-3 s 1\p DE-604 Durrans, S. Rocky Sonstige oth Haestad Methods, Inc. (Waterbury, Conn.) Sonstige (DE-588)6031916-1 oth http://www.gbv.de/dms/bs/toc/393614395.pdf Inhaltsverzeichnis GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017438298&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 | Stormwater conveyance modeling and design Wasserwirtschaft (DE-588)4064821-7 gnd Abfluss (DE-588)4000114-3 gnd Regenwasser (DE-588)4049003-8 gnd Kanalisation (DE-588)4029466-3 gnd Modellierung (DE-588)4170297-9 gnd Starkregen (DE-588)4121721-4 gnd Wasserbau (DE-588)4064700-6 gnd Hochwasserschutz (DE-588)4025290-5 gnd Abflussmenge (DE-588)4141033-6 gnd |
| subject_GND | (DE-588)4064821-7 (DE-588)4000114-3 (DE-588)4049003-8 (DE-588)4029466-3 (DE-588)4170297-9 (DE-588)4121721-4 (DE-588)4064700-6 (DE-588)4025290-5 (DE-588)4141033-6 |
| title | Stormwater conveyance modeling and design |
| title_auth | Stormwater conveyance modeling and design |
| title_exact_search | Stormwater conveyance modeling and design |
| title_full | Stormwater conveyance modeling and design authors: Haestad Methods ; S. Rocky Durrans |
| title_fullStr | Stormwater conveyance modeling and design authors: Haestad Methods ; S. Rocky Durrans |
| title_full_unstemmed | Stormwater conveyance modeling and design authors: Haestad Methods ; S. Rocky Durrans |
| title_short | Stormwater conveyance modeling and design |
| title_sort | stormwater conveyance modeling and design |
| topic | Wasserwirtschaft (DE-588)4064821-7 gnd Abfluss (DE-588)4000114-3 gnd Regenwasser (DE-588)4049003-8 gnd Kanalisation (DE-588)4029466-3 gnd Modellierung (DE-588)4170297-9 gnd Starkregen (DE-588)4121721-4 gnd Wasserbau (DE-588)4064700-6 gnd Hochwasserschutz (DE-588)4025290-5 gnd Abflussmenge (DE-588)4141033-6 gnd |
| topic_facet | Wasserwirtschaft Abfluss Regenwasser Kanalisation Modellierung Starkregen Wasserbau Hochwasserschutz Abflussmenge |
| url | http://www.gbv.de/dms/bs/toc/393614395.pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017438298&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT durranssrocky stormwaterconveyancemodelinganddesign AT haestadmethodsincwaterburyconn stormwaterconveyancemodelinganddesign |
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