River engineering and water conservation works:
Gespeichert in:
| Format: | Buch |
|---|---|
| Sprache: | English |
| Veröffentlicht: |
London
Butterworths
1966
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| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XIV, 520 S. Ill. u. graph. Darst. |
Internformat
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Datensatz im Suchindex
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| adam_text | INSTITUT FOR WASSE^VERSORGUNO, ABWASSERBESEITIGUNG UND RAUMPLANUNQ 01E3
DARMSTADT, PETEBS6NSTHAS3E 13 RIVER ENGINEERING AND WATER CONSERVATION
WORKS EDITED BY ROLAND BERKELEY THORN B.SC, M.I.C.E., M.I.W.E. CHARTERED
CIVIL ENGINEER, CHARTERED STRUCTURAL ENGINEER LEHRSTUHL FOR
WASSERVERSORGUNO, ABWASSERBESTLTIOUNO UNO STADTBAUWESEN TECHNISCHE
HOCHSCHULE DARMSTADT LONDON BUTTERWORTHS 1966 CONTENTS PAGE PREFACE V
LIST OF CONTRIBUTORS . . . . . . . . . XIII 1 WATER CONSERVATION AND
WATER SUPPLY LEGISLATION C. F. CHAMBERLIN 1 WATER RESOURCES ACT, 1963:
AUTHORITIES CONCERNED; WATER RESOURCES, DEFINITIONS; ASSESSMENT OF WATER
RESOURCES; CONTROL OF ABSTRACTION AND IMPOUNDING OF WATER; CHARGES FOR
LICENCES AND FINANCIAL CONTRIBUTIONS; LAND AND WORKS POWERS; PREVENTION
OF POLLUTION. WATER ACTS 1945, 1948 AND 1958, PUBLIC HEALTH ACT 1936:
POWERS AND DUTIES OF THE MINISTER; STATUTORY WATER UNDERTAKERS;
ENACTMENTS UNDER WHICH THE UNDERTAKERS OPERATE; DUTY TO AFFORD SUPPLIES
OF WATER*DOMESTIC, NON-DOMESTIC, FIRE AND PUBLIC SUPPLIES, BULK SUPPLIES
TO OTHER WATER UNDERTAKERS; POWERS ENABLING UNDERTAKERS TO MEET
DEMANDS*SOURCES OF SUPPLY, CONSTRUCTION OF WORKS, ACQUISITION OF LAND,
PREVENTION OF POLLUTION AND WASTE, ETC., FINANCE. 2 HYDRO-GEOLOGY OF
UNDERGROUND WATER CONSERVATION IN ENG- LAND AND WALES R. C. S. WALTERS
12 USES OF WATER: DOMESTIC, INDUSTRIAL, AGRICULTURAL, OTHER USES, RIVER
USES. UNDERGROUND WATER CONSERVATION: THEORY OF RAINFALL REPLENISHMENT,
THEORY OF UNDERGROUND WATER ABSTRACTION; THEORY OF UNDERGROUND WATER
CONTOURS, ORIGIN OF WATER CONTOURS. SPECIAL PROBLEMS OF EXTRACTING
WATER: WATER AND SURFACE CONTOURS, WATERCRESS BEDS, ANTICLINES, WATER-
WORKS NEAR SEA, WATERWORKS ON FAULTS, WATERWORKS ON HIGH GROUND.
GEOLOGICAL FORMATIONS: THE CHALK*THE CHALK DIVISIONS, YORKSHIRE CHALK,
EAST ANGLIA CHALK, CHALK IN THE HOME COUNTIES AND LONDON BASIN, SOUTH
COAST CHALK, CHALK IN THE SOUTH-WESTERN COUNTIES; THE NEW RED SANDSTONE
OF THE NORTHERN COUNTIES, OF THE MIDLANDS; THE OOLITES; LOWER GREENSAND.
3 LAND DRAINAGE IN ENGLAND AND WALES E. A. G. JOHNSON 29 ADMINISTRATIVE
BACKGROUND. OBJECTIVES. DRAINAGE PROBLEMS AND TYPES OF WORKS: GENERAL,
TREE CLEARANCE AND WEED CONTROL, LIMITED CHANNEL IMPROVEMENTS, MILLS AND
NAVIGATIONS, IMPROVEMENT OF TIDAL REACHES, EMBANKMENTS, PUMPING
STATIONS, MINING SUBSIDENCE, GRAVEL-TRAPS, BANK PROTECTION AND RIVER
TRAINING, USE OF MODELS. FLOOD-WARNING SCHEMES. FIELD DRAINAGE.
IRRIGATION. EFFECTS OF DRAINAGE WORKS ON RIVER FLOWS AND UNDERGROUND
WATER: EFFECTS OF FIELD DRAINAGE, EFFECTS OF CHANNEL IMPROVEMENTS.
PROGRESS AND THE FUTURE. 4 ECONOMIC EVALUATION OF LAND DRAINAGE WORKS M.
NIXON 47 OBJECTS AND BENEFITS: DIRECT BENEFITS, INDIRECT BENEFITS,
CHANGES OF LAND USE, INTANGIBLE BENEFITS. COST/BENEFIT RATIO. ECONOMIC
LIFE CONCEPT. CONTENTS MONETARY MEASUREMENT OF BENEFITS. MAINTENANCE
ASPECT. DEFICIENCIES OF ECONOMIC EVALUATIONS. WILLINGNESS TO PAY.
APPLICATION TO LAND DRAIN- AGE SCHEMES. HYDROLOGICAL SURVEYS,
HYDROMETRIC SCHEMES, METHODS OF CON- SERVATION A. G. BOULTON 52 WATER
RESOURCES. DEMANDS PRESENT AND FUTURE. HYDROLOGICAL SURVEYS. SURFACE
STORAGE. FARM IRRIGATION RESERVOIRS. MINIMUM ACCEPTABLE FLOW.
GROUNDWATER. DEVELOPMENT OF RESOURCES. HYDRO- METRIC SCHEMES. APPLIED
FLOOD HYDROLOGY J. E. NASH 63 HYDROGRAPH ANALYSIS: STORM RUN-OFF DUE TO
INDIVIDUAL STORMS; RAIN- FALL; EFFECTIVE RAINFALL; UNIT HYDROGRAPH
HYPOTHESIS; CHANGING THE DURATION OF A UNIT HYDROGRAPH; USE OF THE S
CURVE; CALCULATION OF UNIT HYDROGRAPHS FROM RECORDS OF RAINFALL AND
STREAM FLOW; USES OF A UNIT HYDROGRAPH. RELATION BETWEEN UNIT HYDROGRAPH
AND CATCHMENT: EMPIRICAL RELATIONS. VOLUMETRIC RELATION BETWEEN RAINFALL
AND RUN-OFF: CONCEPTUAL MODELS. FLOOD FREQUENCY: DATA; ANNUAL MAXIMA,
PARTIAL DURATION AND ANNUAL EXCEEDENCES; DEFINITIONS, PROBABILITY;
RELATION BE- TWEEN EXTREME VALUE AND THE FUNDAMENTAL SERIES; EXTREME
VALUE PROB- ABILITY ; FITTING BY LEAST SQUARES; PLOTTING POSITION;
LINEARIZATION; PROB- ABILITY PAPER; CONFIDENCE INTERVALS. FLOOD
FREQUENCY AND CATCHMENT CHARACTERISTICS. RUN-OFF FROM COMBINED RURAL AND
URBAN AREAS L. H. WATKINS 111 ROAD RESEARCH LABORATORY HYDROGRAPH
METHOD: THEORY OF THE METHOD; PRACTICAL APPLICATION OF THE METHOD;
APPLICATION TO COMBINED AREA. EFFECTS OF FLOOD STORAGE ON FLOOD
HYDROGRAPHS W. F. GILBERT 122 EFFECT OF FLOOD STORAGE: NATURAL FLOOD
LAND, EMBANKED FLOOD LAND. EFFECT OF REDUCED FLOOD STORAGE. APPLICATION
TO THE RIVER IRWELL. EFFECT OF OVERFILLED STORAGE. CALCULATIONS FOR
FLOOD HYDROGRAPHS: NATURAL FLOOD LAND; EMBANKED FLOOD LAND. THE USE OF
BALANCING RESERVOIRS AND FLOW REGULATING RESER- VOIRS IN DEALING WITH
RUN-OFFS FROM URBAN AREAS G. THOMPSON 132 BALANCING RESERVOIRS FOR
KEEPING VARIATIONS IN DOWNSTREAM FLOWS TO A MINIMUM. FLOW REGULATING
RESERVOIRS FOR LIMITING DOWNSTREAM FLOWS TO A GIVEN MAXIMUM. DESIGN
FACTORS: RAINFALL FREQUENCY, EFFECTIVE CATCHMENT AREA, SEASONAL
CONDITIONS. CHANNEL SIZES UPSTREAM OF RESERV- VOIR; SIZE OF RESERVOIR;
SAFETY PROVISIONS; INLET AND OUTLET STRUCTURES. THE RIVER CRAY SCHEME,
AN EXAMPLE OF FLOW REGULATION AND FLOW BALANCING. THE CRAY AND SHUTTLE
SCHEME, AN EXAMPLE OF FLOW REGUL- ATION. VIII CONTENTS 10 RIVER
FLOOD-WARNING SYSTEMS P. DAVIDSON AND R. A. HARGREAVES 142 GENERAL
CONSIDERATIONS. FUNCTIONAL RELATIONSHIPS BETWEEN FLOOD HYDROGRAPHS.
EXTRAPOLATION OF THE RISING HYDROGRAPH. APPLICATION OF VARIATION OF
GREGORY S BACKWARD EXTRAPOLATION FORMULA. LINSLEY S METHOD, ANTECEDENT
PRECIPITATION INDEX. CO-AXIAL DIAGRAMS. APPLICA- TION OF THEORY OF
LINEAR REGRESSION ANALYSIS. RESULTS OF COMPUTER ANALYSIS FOR THE RIVER
IRWELL. FUTURE POSSIBILITIES. 11 THE PLANNING AND HYDRAULIC DESIGN OF
RIVER-FLOW GAUGING STATIONS G. PEARSON 149 THE GAUGING SCHEME. SELECTION
OF SITES FOR GAUGING STATIONS. TYPES OF STATION. DESIGN. 12 RIVER FLOW
STATISTICS R. B. W. BANNERMAN 156 SURFACE WATER YEARBOOK RECORDS. MEAN,
MEDIAN AND MODAL FLOWS; STANDARD DEVIATION; HISTOGRAMS; NORMAL
DISTRIBUTION; PROBABILITY; CUMU- LATIVE FREQUENCY; PROBABILITY PAPER.
NORMAL CUMULATIVE FREQUENCY TABLE. DURATION CURVES: DEFINITION, USES AND
LIMITATIONS, UNITS, SCALES, RELIABILITY OF PERCENTILE FLOWS. OTHER
FREQUENCY DIAGRAMS: EXTREME VALUES, PLOTTING POSITIONS, RETURN PERIOD,
SKEW DISTRIBUTIONS. GUMBEL S SKEW PROBABILITY PAPER. PLOTTING FLOODS AND
DROUGHTS. INHERENT DIFFERENCE BETWEEN DURATION (CUMULATIVE FREQUENCY
CURVE OF A CONTINU- OUS TIME SERIES) AND OTHER FREQUENCY ANALYSES. 13
RIGID BOUNDARY OPEN CHANNEL FLOW FORMULAE R. B. THORN 183 THE
DEVELOPMENT OF CHANNEL FORMULAE AND THE CHOICE OF FORMULAE FOR
APPLICATION TO RIVER IMPROVEMENT WORKS. 14 HYDRAULIC CALCULATONS FOR
CHANNEL IMPROVEMENTS J. B. WHITE AND G. D. STEPHEN 189 EQUATION FOR
NON-UNIFORM FLOW IN PRISMATIC CHANNELS. TYPES OF SURFACE PROFILE.
DETERMINING NORMAL AND CRITICAL DEPTHS. DIRECT STEP METHOD. STANDARD
STEP METHOD; APPLIED TO COMPOUND SECTIONS. AFFLUX AT BRIDGES.
APPROXIMATE RESULTS BY NEGLECTING KINETIC ENERGY. AP- PROXIMATE STEP
METHOD. RECOMMENDATIONS REGARDING TRIAL-AND-ERROR CALCULATIONS. 15
THEORY OF FLOW IN ALLUVIAL CHANNELS R. B. THORN 205 TRACTIVE FORCE
THEORY: MAXIMUM TRACTIVE SHEAR, CRITICAL TRACTIVE SHEAR. REGIME THEORY:
FACTORS DETERMINING THE WIDTH, DEPTH AND SLOPE OF ALLUVIAL CHANNELS WITH
ACTIVE BEDS. WORK OF LACEY, BLENCH AND INGLIS. APPLICATION TO DESIGN OF
IRRIGATION CANALS AND RIVER IMPROVEMENT SCHEMES. 16 CALCULATION OF TIDES
IN RIVERS AND ESTUARIES J. R. H. OTTER 217 WORK OF PILLSBURY AND
DRONKERS; HENSEN S COMPUTER CALCULATIONS, AP- PLICATIONS OF HENSEN S
METHOD. MATHEMATICAL FORMULATION. FORMU- LATION AS FINITE DIFFERENCE
EQUATIONS. INITIAL VALUES AND BOUNDARY CON- DITIONS. RIVER DATA FOR
MATHEMATICAL MODEL. COMPUTER PROGRAMME. PROVING THE MATHEMATICAL MODEL.
IX CONTENTS 17 THE EFFECTS OF ENGINEERING WORKS ON TIDAL ESTUARIES F. J.
T. KESTNER 226 GENERAL CONSIDERATIONS. LARGE SCALE DREDGING SCHEMES; THE
RIVER WESER. PATTERN OF CHANGES THAT TAKE PLACE ON THE BED OF AN
ESTUARY. EFFECTS OF CHANGES IN TIDAL CURRENTS; CONSTRUCTION OF A TIDAL
BARRAGE ON THE RIVER EIDER. EFFECTS OF TRAINING WALLS; THE RIVER LUNE.
FIELD INVESTIGATIONS. RIGID BED MODELS. MATHEMATICAL MODELS. MOBILE BED
MODELS. APPLICATION OF MODERN TECHNIQUES TO THE PROBLEMS PRESENTED BY
THE WESER, EIDER, AND LUNE. 18 FLOOD REGULATION AND RIVER TRAINING M.
NIXON 239 THE INVASION OF FLOODPLAINS. RIVER TRAINING WORKS: WILLOW
PILING, FASCINES, STONE TRAINING WORKS, MATTRESSES, CONCRETE BLOCKS,
GABIONS, GROYNES. FLOOD REGULATION: EMBANKMENT SCHEMES, PUMPING SCHEMES,
CHANNEL ENLARGEMENT SCHEMES, FLOOD RELIEF CHANNELS, INTERCEPTING OR
CUT-OFF CHANNELS, FLOOD STORAGE RESERVOIRS, REDEVELOPMENT SCHEMES.
COMPOSITE SCHEMES. DESIGN PROBLEMS. DEGREE OF PROTECTION. ASSESS- MENT
OF BENEFITS. 19 THE HYDRAULIC DESIGN OF RIVER CONTROL STRUCTURES R. B.
THORN 272 SUBCRITICAL, CRITICAL AND SUPERCRITICAL FLOWS. FORMATION OF
STANDING WAVES. DESIGN OF SLUICES, FLUMES, STANDING WAVE FALLS, INVERTED
SIPHONS. FLUME PROPORTIONS. SUBSOIL FLOW AND UPLIFT PRESSURES; EXIT
GRADIENTS. FILTERS. TIDAL OUTFALLS. USE OF HYDRAULIC MODELS IN DESIGN.
SKI-JUMP FALLS ON ERODIBLE SOILS. STRUCTURAL CONSIDERATIONS. 20
AUTOMATIC RADIAL SLUICE GATES AND OTHER TYPES OF RIVER SLUICE GATES R.
B. THORN 309 AUTOMATIC DISPLACER OPERATED RADIAL SLUICE GATES FOR
CONTROL OF UP- STREAM WATER LEVELS WITH VARYING FLOWS. VERTICALLY
LIFTING GATES: DISPLACER AND ELECTRICALLY AUTOMATICALLY CONTROLLED;
MANUALLY AND POWER OPERATED. TILTING GATES. POINTING DOORS. TIDE FLAPS.
21 THE DESIGN OF TIDAL OUTFALL SIPHONS AND OF AIR-REGULATED SIPHONIC
SPILLWAYS R. B. THORN 321 TIDAL OUTFALL SIPHONS; FLOW OF AIR-ENTRAINED
WATER IN LOW VELOCITY SIPH- ONS AND SUCKING SIPHONS. AIR-REGULATED
SIPHONIC SPILLWAYS (SUB-ATMOS- PHERIC WEIRS) FOR AUTOMATIC CONTROL IN
RIVERS OF UPSTREAM WATER LEVELS WITH VARYING FLOWS. 22 MINING SUBSIDENCE
AND LAND DRAINAGE REMEDIAL MEASURES D. L. HOCKIN 334 SUBSIDENCE; MAXIMUM
POSSIBLE SUBSIDENCE AND AREA OF INFLUENCE; FACTORS AFFECTING
SUBSIDENCE*SEAM THICKNESS, DEPTH OF SEAM, DIP OF SEAM, OLD WORKINGS
ABOVE SEAM, TIME. EFFECTS OF SUBSIDENCE ON LAND DRAINAGE; REMEDIAL
WORKS, REGRADING, PUMPING STATIONS, EMBANKED WATER- COURSES, TIPPING,
STRUCTURES. THE COAL-MINING (SUBSIDENCE) ACT, 1957. CONTENTS 23 LAND
DRAINAGE PUMPING STATIONS G. MCLEOD 345 SITING OF STATIONS. DUTY OF
PUMPS: CAPACITIES, PUMPING HEAD. DETAILS OF PLANT. MOTIVE POWER.
AUXILIARY EQUIPMENT. BUILDINGS AND FOUNDATIONS. SPECIAL DESIGNS. DETAILS
OF STATIONS: ST. GERMANS, BLACK SLUICE, WELCHES DAM, MAGDALEN, CROSSENS,
MORPETH BRANCH DOCK, HUISH EPISCPPI, NEW WHITTLESEY MERE, WESTMOOR. 24
THE DESIGN AND CONSTRUCTION OF EARTHEN FLOOD BANKS A. MARSLAND 361 SITE
INVESTIGATIONS AND SOIL PROPERTIES. STABILITY OF BANKS BUILT ON SOFT
SOIL; SLIP CIRCLE ANALYSES, WEDGE ANALYSES. STABILITY UNDER HIGHER
WATER AND FLOOD CONDITIONS: BANKS BUILT OF SILT AND FINE SAND, BANKS
BUILT WITH CLAY, INFLUENCE OF UPLIFT PRESSURES IN UNDERLYING SAND AND
GRAVEL LAYERS. SETTLEMENTS OF BANKS. CHOICE AND PLACING OF BANK
MATERIALS. PROTECTION OF EARTH BANKS. 25 CONSERVATION OF WATER BY
IMPOUNDING RESERVOIRS, RIVER REGU- LATING RESERVOIRS, AND PUMPED STORAGE
RESERVOIRS R. C. S. WALTERS 393 RESERVOIRS (SAFETY PROVISIONS) ACT,
1930. FLOODS: I.C.E. INTERIM REPORT, 1933; I.C.E. RESEARCH COMMITTEE
PAPER, 1960. CHOICE OF SITES FOR DIRECT SUPPLY RESERVOIRS; RELIABLE
YIELD. CHOICE OF SITES FOR DAMS: GEOLOGY OF THE DAM SITE; FACTORS
GOVERNING TYPES OF DAM TO BE ADOPTED; LEAKAGE AND GROUTINGS; COST OF
DAMS. RIVER COMPENSATION WATER. PUMPED STORAGE RESERVOIRS. RIVER
REGULATING RESERVOIRS. HYDROELECTRIC POWER RESERVOIRS. RIVER INTAKE
SCHEMES (WITHOUT STORAGE). 26 DEVELOPMENT OF GROUNDWATER RESOURCES C. J.
N. COTTON 422 ORIGINS OF GROUNDWATER; GROUNDWATER RESERVOIRS;
INTERPRETATION OF MEASUREMENTS. THE BASIC DATA: WATER LEVELS IN
WELLS*FREE, PERCHED AND CONFINED CONDITIONS; IDEALIZATIONS; NETWORK OF
OBSERVATIONS, METHODS OF MEASUREMENT. GEOLOGICAL SURVEY OF GREAT BRITAIN
AND WATER RESOURCES BOARD. USE OF WATER TABLE CONTOURS. INVESTIGATIONS
FOR DEVELOPMENT OF RESOURCES. ASSESSMENT OF SAFE YIELD OF AN AQUIFER.
INFLOW TO AND OUTFLOW FROM AQUIFERS; CHANGES IN GROUNDWATER STORAGE;
BALANCING THE GROUNDWATER EQUATION. WATER CONSERVATION MEASURES, WATER
MANAGEMENT. 27 WATER SUPPLY AND CONSERVATION FOR AGRICULTURE C. N.
PRICKETT 441 USE OF WATER BY CROPS AND TREES: IRRIGATION METHODS;
IRRIGATION THEORY*POTENTIAL TRANSPIRATION, RAINFALL, SOIL MOISTURE;
IRRIGATION WATER REQUIREMENTS*SEASONAL DEMANDS, ECONOMIC AMOUNT OF
IRRIGATION AND STORAGE, CONTROL OF IRRIGATION, DAILY AND HOURLY
REQUIREMENTS; SOURCES OF WATER SUPPLY FOR IRRIGATION*CONSERVATION,
OFF-STREAM RESER- VOIRS, IMPOUNDING RESERVOIRS WITH LOW DAMS, SEEPAGE
RESERVOIRS, WATER- PROOFING, DESIGN AND CONSTRUCTION STANDARDS, FLOW
GAUGINGS, CONTROL OF XI CONTENTS ABSTRACTIONS, WATER QUALITY. IRRIGATION
ECONOMICS*COSTS, CAPITAL OUTLAY, OPERATING COSTS, AMOUNT AND VALUE OF
EXTRA YIELD, COMPARISON OF COSTS AND RETURNS, AMOUNT WHICH COULD BE PAID
FOR WATER, COSTS AND RETURNS FOR TYPICAL SCHEME, COST OF LARGE-SCALE
WATER SUPPLY, LARGE STORAGE COSTS, DISTRIBUTION COSTS; ESTIMATION OF
IRRIGATION DEVELOPMENT* PRESENT DEMAND AND RATE OF INCREASE, FUTURE
DEVELOPMENT, LIMIT OF POTENTIAL DEVELOPMENT. USE OF WATER OTHER THAN FOR
IRRIGATION: DAIRY CATTLE AND MILK PRODUCTION; OTHER CATTLE, HORSES, PIGS
AND SHEEP; FROST PROTECTION, CROP SPRAYING, VEGETABLE WASHING. 28 USE OF
MODELS IN THE DESIGN OF RIVER WORKS M. S. YALIN 479 PRINCIPLES OF THE
THEORY OF DIMENSIONS: DIMENSIONAL AND DIMENSION- LESS QUANTITIES;
CHARACTERISTIC PARAMETERS OF A MECHANICAL PHENOMENON; DIMENSIONLESS
EXPRESSION OF A MECHANICAL PHENOMENON*DIMENSIONLESS VARIABLES;
DIMENSIONLESS FUNCTIONS; REYNOLDS NUMBER, RELATIVE ROUGH- NESS, FROUDE
NUMBER. PRINCIPLES OF THE THEORY OF SIMILARITY (THEORY OF MODELS): THE
IDEA OF A MODEL ; DEFINITION OF SIMILARITY*GEOMETRIC SIMILARITY,
KINEMATIC SIMILARITY, DYNAMIC SIMILARITY; SCALES. SCALES OF RIVER AND
CHANNEL MODELS: STEADY AND UNIFORM FLOW IN PRISMATIC CHANNELS, FULLY
DEVELOPED TURBULENT FLOW; NON-UNIFORM STEADY STATE FLOW IN PRISMATIC
CHANNELS, DESIGN OF A MODEL*NUMERICAL EXAMPLE; STEADY STATE FLOW IN
NON-PRISMATIC CHANNELS; NON-STEADY FLOW; DISTORTION; FLOWS ON A MOBILE
BED, ADDITIONAL DIMENSIONLESS VARIABLES, SAND-WAVES CLASSIFIED AS
RIPPLES OR AS DUNES, DESIGN OF A MODEL*NUMERICAL EXAMPLE. INDEX . . . .
*. . . . . . . . 505 XN
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| owner | DE-91 DE-BY-TUM DE-83 DE-210 |
| owner_facet | DE-91 DE-BY-TUM DE-83 DE-210 |
| physical | XIV, 520 S. Ill. u. graph. Darst. |
| psigel | TUB-nseb |
| publishDate | 1966 |
| publishDateSearch | 1966 |
| publishDateSort | 1966 |
| publisher | Butterworths |
| record_format | marc |
| spelling | River engineering and water conservation works Hrsg. von Roland B. Thorn* London Butterworths 1966 XIV, 520 S. Ill. u. graph. Darst. txt rdacontent n rdamedia nc rdacarrier Eau - Approvisionnement - Technique Eau - Conservation Rivers Regulation Water conservation Water-supply engineering Thorn, Roland B. Sonstige oth HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=001364884&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | River engineering and water conservation works Eau - Approvisionnement - Technique Eau - Conservation Rivers Regulation Water conservation Water-supply engineering |
| title | River engineering and water conservation works |
| title_auth | River engineering and water conservation works |
| title_exact_search | River engineering and water conservation works |
| title_full | River engineering and water conservation works Hrsg. von Roland B. Thorn* |
| title_fullStr | River engineering and water conservation works Hrsg. von Roland B. Thorn* |
| title_full_unstemmed | River engineering and water conservation works Hrsg. von Roland B. Thorn* |
| title_short | River engineering and water conservation works |
| title_sort | river engineering and water conservation works |
| topic | Eau - Approvisionnement - Technique Eau - Conservation Rivers Regulation Water conservation Water-supply engineering |
| topic_facet | Eau - Approvisionnement - Technique Eau - Conservation Rivers Regulation Water conservation Water-supply engineering |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=001364884&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT thornrolandb riverengineeringandwaterconservationworks |