Dam hydraulics:
Gespeichert in:
| Beteilige Person: | |
|---|---|
| Format: | Buch |
| Sprache: | Englisch |
| Veröffentlicht: |
Chichester
Wiley
1998
|
| Schriftenreihe: | Wiley series in water resources engineering
|
| Schlagwörter: | |
| Links: | http://www.loc.gov/catdir/description/wiley032/97007325.html http://www.loc.gov/catdir/toc/wiley022/97007325.html http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=012915401&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| Beschreibung: | Includes bibliographical references and indexes |
| Umfang: | x, 316 p. ill. : 25 cm |
| ISBN: | 0471972894 |
Internformat
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Datensatz im Suchindex
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| adam_text | DAM HYDRAULICS D. L VISCHER W. H. HAGER ETH-ZENTRUM, ZURICH, SWITZERLAND
JOHN WILEY & SONS CHICHESTER * NEW YORK * WEINHEIM * BRISBANE *
SINGAPORE * TORONTO CONTENTS PREFACE IX 1 INTRODUCTION 1 1.1 WHAT IS DAM
HYDRAULICS? 1 1.2 DESCRIPTION OF DAM HYDRAULICS 2 1.3 DESIGN DISCHARGE
OF BOTTOM OUTLET 8 1.3.1 PURPOSE OF BOTTOM OUTLET 8 1.3.2 DRAWDOWN OF
RESERVOIR 10 1.3.3 FLUSHING OF SEDIMENTS 11 1.3.4 FLOOD AND RESIDUAL
DISCHARGE 12 1.3.5 POSSIBILITIES OF FAILURE 12 1.4 DESIGN DISCHARGE OF
SPILLWAY 13 1.4.1 CONCEPT OF CREST HEIGHT 13 1.4.2 CONCEPT OF WATER
VOLUMES 16 1.4.3 CONCEPT OF DISCHARGES 17 1.4.4 DESIGN ASSUMPTION 19 1.5
DESIGN DISCHARGE OF INTAKE STRUCTURE 21 1.5.1 PURPOSE 21 1.5.2 STORAGE
CHARACTERISTICS 21 1.5.3 RESERVOIR STORAGE 22 1.5.4 DESIGN PRINCIPLE AND
STANDARD VALUES 24 1.6 DESIGN DISCHARGE OF DIVERSION TUNNEL OR CHANNEL
24 1.6.1 PURPOSE OF DIVERSION 24 1.6.2 CONCEPTS OF DESIGN 25 1.6.3
CHOICE OF DESIGN FLOOD 26 REFERENCES 27 2 OVERFLOW STRUCTURES 31 2.1
INTRODUCTION 31 2.1.1 OVERFLOW GATES 31 2.1.2 OVERFLOW TYPES 33 2.1.3
SIGNIFICANCE OF OVERFLOW STRUCTURE 39 2.2 FRONTAL OVERFLOW 39 2.2.1
CREST SHAPES 39 2.2.2 STANDARD CREST 40 2.2.3 FREE SURFACE PROFILE 44
2.2.4 DISCHARGE CHARACTERISTICS 44 2.2.5 BOTTOM PRESSURE CHARACTERISTICS
45 2.2.6 VELOCITY DISTRIBUTION 46 2.2.7 CAVITATION DESIGN 50 VI CONTENTS
2.2.8 OVERFLOW PIERS 50 2.2.9 OVERFLOW GATES 54 2.3 SIDE CHANNEL 57
2.3.1 TYPOLOGY 57 2.3.2 HYDRAULIC DESIGN 60 2.3.3 SPATIAL FLOW FEATURES
62 2.4 MORNING GLORY OVERFALL 64 2.4.1 CONCEPT 64 2.4.2 CREST SHAPE 66
2.4.3 DISCHARGE AND PRESSURE CHARACTERISTICS 68 2.4.4 LOCATION OF
OVERFLOW STRUCTURE 69 2.4.5 VERTICAL SHAFT 69 2.4.6 SHAFT AERATION 72
2.5 SIPHON 76 2.5.1 DESCRIPTION OF SIPHONS 76 2.5.2 BLACKWATER SIPHON 78
2.5.3 WHITEWATER SIPHON 80 REFERENCES 82 87 87 89 89 91 91 97 98 98 100
102 103 103 103 107 111 111 111 112 115 117 117 119 123 130 147 151 5
DISSIPATION STRUCTURES 155 5.1 INTRODUCTION 155 5.2 HYDRAULIC JUMP AND
STILLING BASIN 158 5.2.1 CLASSICAL HYDRAULIC JUMP 158 5.2.2 STILLING
BASINS 162 5.2.3 BASIN CHARACTERISTICS 172 DIVERSION 3.1 3.2 3.3 3.4 I
STRUCTURES INTRODUCTION DIVERSION TUNNEL 3.2.1 3.2.2 3.2.3 3.2.4 RIVER
3.3.1 3.3.2 3.3.3 INTRODUCTION INLET TO DIVERSION TUNNEL TUNNEL FLOW
OUTLET STRUCTURE DIVERSION EFFECT OF CONSTRICTION TRANSITIONAL FLOW
SUBCRITICAL FLOW CULVERT 3.4.1 3.4.2 REFERENCES INTRODUCTION HYDRAULIC
DESIGN OUTLET STRUCTURES 4.1 4.2 4.3 FREE FALL 4.1.1 4.1.2 4.1.3 CHUTE
4.2.1 4.2.2 4.2.3 4.2.4 INTRODUCTION JET TRAJECTORY JET IMPACT HYDRAULIC
DESIGN SURFACE AIR ENTRAINMENT CHUTE AERATOR SHOCKWAVES CASCADE SPILLWAY
REFERENCES CONTENTS VII 5.3 DROP STRUCTURES AND PLUNGE POOLS 175 5.3.1
BASIC FLOW FEATURES 175 5.3.2 IMPACT STRUCTURES 177 5.3.3 SCOUR
CHARACTERISTICS 177 5.4 TRAJECTORY BASINS 178 5.4.1 DESCRIPTION OF
STRUCTURE 178 179 181 184 185 189 189 192 198 199 199 202 203 206 206
207 208 210 211 212 INTAKE STRUCTURES 215 7.1 INTRODUCTION 215 7.2
BOTTOM INTAKE 217 7.2.1 DESIGN PRINCIPLES 217 7.2.2 ORIFICE FLOW 218
7.2.3 INLET GEOMETRY 220 7.3 SURFACE INTAKE 221 7.3.1 VORTEX FLOW 221
7.3.2 VERTICAL INTAKE VORTEX 222 7.3.3 LIMIT SUBMERGENCE 225 7.3.4
DESIGN RECOMMENDATIONS 228 7.4 PRACTICAL ASPECTS 230 7.4.1 PREVENTION OF
FLOATING MATTER 230 7.4.2 EMERGENCY GATE CLOSURE 231 REFERENCES 232
RESERVOIR SEDIMENTATION 235 8.1 INTRODUCTION 235 8.2 METHODS OF SEDIMENT
REMOVAL 237 8.2.1 DIRECT METHODS 237 8.2.2 GRAVEL BASINS 237 8.2.3 FRONT
BASIN 238 8.2.4 RESERVOIR DREDGING 238 8.2.5 CLEARING OF DAM OUTLET 239
8.2.6 RESERVOIR EMPTYING 241 8.3 DENSITY CURRENTS 242 8.3.1 DEFINITION
242 5.4.2 5.4.3 5.4.4 REFERENCES BOTTOM TAKEOFF JET DISINTEGRATION
SCOUR OUTLETS 6.1 DESIGN PRINCIPLES 6.2 GATE 6.3 GATE TYPES AND DESIGN
REQUIREMENTS VIBRATION 6.4 HYDRAULICS OF HIGH-HEAD GATES 6.4.1 6.4.2
DISCHARGE EQUATION GATE SLOTS 6.5 AIR ENTRAINMENT 6.6 CAVITATION 6.6.1
6.6.2 6.6.3 6.6.4 6.6.5 REFERENCES DESCRIPTION BUBBLE COLLAPSE DYNAMICS
CAVITATION CHARACTERISTICS CAVITATION DAMAGE CONTROL OF CAVITATION VIII
8.3.2 PLUNGE POINT 8.3.3 EQUILIBRIUM FLOW 8.3.4 INTRUSION 8.4 SEDIMENT
CONTROL 8.4.1 TURBULENT SUSPENSION 8.4.2 TURBIDITY CURRENTS 8.4.3
FLUSHING OF SEDIMENTS 8.5 SECONDARY HYDRAULIC EFFECTS OF RESERVOIR
SEDIMENTATION 8.5.1 UPSTREAM RIVER 8.5.2 DOWNSTREAM RIVER 8.5.3 DISPOSAL
OF SEDIMENTS REFERENCES 9 IMPULSE WAVES FROM SHORE INSTABILITIES 9.1
INTRODUCTION 9.2 IMPULSE WAVES 9.2.1 WAVE THEORIES 9.2.2 IMPULSE WAVES
9.3 GENERATION OF IMPULSE WAVES 9.3.1 WAVE GENERATION BY MOVING WEDGE
9.3.2 WAVE GENERATION BY FALLING MASS 9.3.3 SPATIAL IMPULSE WAVES 9.4
IMPACT OF IMPULSE WAVES 9.4.1 GOVERNING PARAMETERS 9.4.2 RUNUP MECHANISM
9.4.3 RUNUP HEIGHT 9.5 OVERTOPPING OF IMPULSE WAVES 9.5.1 DESCRIPTION OF
PHENOMENON 9.5.2 DESCRIPTION OF OVERTOPPING 9.5.3 CHARACTERISTICS OF
OVERTOPPING 9.6 REMARKS REFERENCES 10 DAMBREAK WAVES 10.1 INTRODUCTION
10.2 DAM BREACHING 10.2.1 BREACHING CHARACTERISTICS 10.2.2 EXAMPLES OF
DAM BREACHINGS 10.2.3 BREACH CHARACTERISTICS 10.2.4 SINGH S MODEL FOR
DAM BREACH DEVELOPMENT 10.3 DE SAINT-VENANT EQUATIONS 10.4
ONE-DIMENSIONAL DAMBREAK FLOW 10.4.1 RITTER SOLUTION 10.4.2 DRESSLER S
ASYMPTOTIC SOLUTION 10.4.3 POHLE S 2D-APPROACH 10.4.4 HUNT S ASYMPTOTIC
SOLUTION 10.5 EXPERIMENTAL APPROACH 10.5.1 EXPERIMENTAL OBSERVATIONS
10.5.2 HORIZONTAL SMOOTH CHANNEL 10.5.3 SLOPING SMOOTH CHANNEL
REFERENCES SUBJECT INDEX AUTHOR INDEX CONTENTS 243 243 244 245 245 247
248 248 248 250 250 252 255 255 255 255 256 257 257 259 261 262 262 263
264 264 264 264 266 268 269 271 271 272 272 272 275 276 279 281 281 282
284 286 287 287 288 296 303 305 314
|
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| discipline | Bauingenieurwesen |
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| id | DE-604.BV019575864 |
| illustrated | Illustrated |
| indexdate | 2024-12-20T12:01:10Z |
| institution | BVB |
| isbn | 0471972894 |
| language | English |
| lccn | 97007325 |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-012915401 |
| oclc_num | 36477034 |
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| owner | DE-91 DE-BY-TUM DE-634 |
| owner_facet | DE-91 DE-BY-TUM DE-634 |
| physical | x, 316 p. ill. : 25 cm |
| publishDate | 1998 |
| publishDateSearch | 1998 |
| publishDateSort | 1998 |
| publisher | Wiley |
| record_format | marc |
| series2 | Wiley series in water resources engineering |
| spellingShingle | Vischer, Daniel 1932- Dam hydraulics Engenharia hidraulica e sanitaria larpcal Dams Hydraulics Hydrodynamik (DE-588)4026302-2 gnd Staudamm (DE-588)4057020-4 gnd Hydrologie (DE-588)4026309-5 gnd |
| subject_GND | (DE-588)4026302-2 (DE-588)4057020-4 (DE-588)4026309-5 |
| title | Dam hydraulics |
| title_auth | Dam hydraulics |
| title_exact_search | Dam hydraulics |
| title_full | Dam hydraulics D.L. Vischer, W.H. Hager |
| title_fullStr | Dam hydraulics D.L. Vischer, W.H. Hager |
| title_full_unstemmed | Dam hydraulics D.L. Vischer, W.H. Hager |
| title_short | Dam hydraulics |
| title_sort | dam hydraulics |
| topic | Engenharia hidraulica e sanitaria larpcal Dams Hydraulics Hydrodynamik (DE-588)4026302-2 gnd Staudamm (DE-588)4057020-4 gnd Hydrologie (DE-588)4026309-5 gnd |
| topic_facet | Engenharia hidraulica e sanitaria Dams Hydraulics Hydrodynamik Staudamm Hydrologie |
| url | http://www.loc.gov/catdir/description/wiley032/97007325.html http://www.loc.gov/catdir/toc/wiley022/97007325.html http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=012915401&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT vischerdaniel damhydraulics AT hagerwillih damhydraulics |
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