Proceedings: 1 River hydraulics
Gespeichert in:
| Körperschaft: | |
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| Format: | Buch |
| Sprache: | Undetermined |
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Fort Collins, Colo.
Colorado State Univ.
1967
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| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | 495 S. Ill., graph. Darst. |
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| 110 | 2 | |a International Association for Hydraulic Research |e Verfasser |0 (DE-588)1019-4 |4 aut | |
| 245 | 1 | 0 | |a Proceedings |n 1 |p River hydraulics |c twelfth congress of the International Association for Hydraulic Research, September 11 - 14, 1967 |
| 264 | 1 | |a Fort Collins, Colo. |b Colorado State Univ. |c 1967 | |
| 300 | |a 495 S. |b Ill., graph. Darst. | ||
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| adam_text | PROCEEDINGS TWELFTH CONGRESS OF THE INTERNATIONAL ASSOCIATION FOR
HYDRAULIC RESEARCH SEPTEMBER 11-14,1967 COMPTES RENDUS DOUZIEME C0N6RES
DE L ASSOCIATION INTERNATIONALE DE RECHERCHES HYDRAULIQUE! 11-14
SEPTEMBRE 1967 VOLUME NO. 1 RIVER HYDRAULICS HYDRAULIQUE FLUVIALE
COLORADO STATE UNIVERSITY FORT COLLINS, COLORADO, U.S.A. TABLE OF
CONTENTS PAPER NUMBER AL A2 A3 A4 A5 A6 A7 A9 ALO ALL A12 A13 AH AUTHOR
AND TITLE PAGE NUMBER HARTUNG, FRITZ AND HEIMUT SCHEUERLEIN, MACRO-
TURBULENT FLOW IN STEEP OPEN CHANNELS WITH HIGH NATURAL ROUGHNESS 1
HARBAUGH, T. E. AND VEN TE CHOW, A STUDY OF THE ROUGHNESS OF CONCEPTUAL
RIVER SYSTEMS OR WATERSHEDS 9 BLENCH, T., INDUCTIVE APPROACH TO PHASES
OF MOBILE- BED ROUGHNESS 18 ZNAMENSKAYA, N. S., THE ANALYSIS AND
ESTIMATING OF ENERGY LOSSES BY INSTANTANEOUS VELOCITY DIS TRIBUTION OF
STREAMS WITH MOVABLE BED 27 MARCHI, ENRICO, RESISTANCE TO FLOW IN
FIXED-BED CHANNELS WITH THE INFLUENCE OF CROSS-SECTIONAL SHAPE AND FREE
SURFACE 32 ROBILLARD, LUC AND JOHN F. KENNEDY, SOME EXPERI MENTAL
OBSERVATIONS ON FREE SURFACE SHEAR FLOW OVER A WAVY BOUNDARY 41 KIKKAWA,
HIDEO, HIROYOSHI SHI-IGAI AND SHOJI FUKUOKA, ON THE EFFECTS OF SUSPENDED
SEDIMENTS TO THE BED ROUGHNESS 49 VIPARELLI, M. AND M. PICA, STREAMS IN
LARGE ALLUVIAL BEDS OF HIGH SLOPE 57 EGIAZAROFF, I. V., HYDRAULIC
RESISTANCE OF A MOVABLE CHANNEL BED AND SEDIMENT GRADING INFLUENCE . .
68 CUNHA, L. VEIGA DA, ABOUT THE ROUGHNESS IN ALLUVIAL CHANNELS WITH
COMPARATIVELY COARSE BED MATERIALS 76 GALAY, 0. V., OBSERVED FORMS OF
BED ROUGHNESS IN AN 85 UNSTABLE GRAVEL RIVER BRUK, STEVAN AND ZVONIMIR
VOLF, DETERMINATION OF ROUGHNESS COEFFICIENTS FOR VERY IRREGULAR RIVERS
WITH LARGE FLOODPLAINS 95 VUCETIC, OELENA, PROPOSITION FOR A MORE
ACCURATE DETERMINATION OF ROUGHNESS COEFFICIENT OF THE RIVER BED 100
WHETTEN, OOHN T. AND TIMOTHY J. FULL AM, COLUMBIA RIVER BED FORMS 107 VI
TABLE OF CONTENTS - CONTINUED PAPER NUMBER AUTHOR AND TITLE PAGE NUMBER
A15 SWANSON, GERALD B., RECOGNITION OF SCOUR OF RIVER CHANNEL FOR DESIGN
PURPOSES 115 A16 ARGYROPOULOS, PRAXITELIS, A., MODERN CONSIDERATIONS AND
NEW DATA ON RIVER BED ROUGHNESS 123 A17 CHANG, FENG-MING, DARYL B,
SIMONS AND EVERETT V. RICHARDSON, TOTAL BED-MATERIAL DISCHARGE IN
ALLUVIAL CHANNELS ..... 132 A18 RICHARDSON, EVERETT V. AND DARYL B.
SIMONS, RESIS TANCE TO FLOW IN SAND CHANNELS 141 A19 SENTURK, FUAT,
DETERMINATION DE LA RESISTANCE D UN FOND MOBILE SOUS L ACTION D UN
ECOULEMENT. . . 151 A20 VINCENT, JAN, EFFECT OF BEDLOAD MOVEMENT ON THE
ROUGHNESS COEFFICIENT VALUE 152 A21 MARTINEC, JAROSLAV, THE EFFECT OF
SAND RIPPLES ON THE INCREASE OF RIVER BED ROUGHNESS 172 A22 RAKOCZI,
LASZLO, EXPERIMENTAL STUDY OF FLUME-BED ROUGHNESS 181 A23 RATHBUN, R. E.
AND H. P. GUY, EFFECT OF NON-EQUILI BRIUM FLOW CONDITIONS ON SEDIMENT
TRANSPORT AND BED ROUGHNESS IN A LABORATORY ALLUVIAL CHANNEL 187 A24
BURSALI, T., BOTTOM SHEAR MEASUREMENT IN AN OPEN CHANNEL FLOW 194 A25
HARRISON, ALFRED S. AND WARREN J. MELLEMA, MOVABLE BED MODEL FOR
ALLUVIAL CHANNEL STUDIES .... 202 A26 ZVORYKINE, K. A., CONFRONTATION
DES RESULTATS DES RECHERCHES EN NATURE SUR 1 ENLARGISSEMENT DU COURANT
EN PLAN ET CEUX DES CALCULES ET DES ESSAIS SUR MODELE 210 A27 DELLEUR,
J. W., G. H. TOEBES AND B. C. UDEOZO, UNI FORM FLOW IN IDEALIZED
CHANNEL-FLOOD PLAIN GEOMETRIES 218 A28 GRISHANIN, K. V., THE SIMILARITY
IN FLOWS AT STRAIGHT REACHES OF RIVERS 226 A29 FRANCO, JOHN J., EFFECTS
OF STAGES ON SCOUR ALONG RIVERBANKS 232 VI 1 TABLE OF CONTENTS -
CONTINUED PAPER NUMBER AUTHOR AND TITLE PAGE NUMBER A30 SHERENKOV, I.
A., HYDRAULIC SOLUTION AND DEFINITION OF THE UNSTABILITY CRITERION OF
STREAM WANDER ING WITHIN BED, AND VORTEX ZONES 240 A3! SZIGYARTO,
ZOLTAN, EXPERIMENTS FOR THE VERIFICATION OF THE PASSAGE THEORY 249 A32
GANDOLFO, JOSE S., DELIMINATION DU TRONCON DE RIVIERE TORRENTIELLE 257
A33 ARGRYROPOULOS, PRAXITELIS, A., CROSS-SECTIONAL SHAPE AND
IRREGULARITIES IN RIVER CHANNELS 262 A34 HORSKY, T., THE GRADUALLY
VARIED FLOW IN NONPRISMATIC CHANNELS 272 A35 NOUGARO, J., S. DALMAYRAC
ET CI. THIRRIOT, INFLUENCE DE LA VARIATION LONGITUDINALE DU PROFIL D UNE
RIVIERE SUR L ECOULEMENT GRADUELLEMENT VALUE. . 280 A36 SHIN, CORNELIUS
C. AND NEIL S. GRIGG, A RECONSIDERA TION OF THE HYDRAULIC RADIUS AS A
GEOMETRIC QUANTITY IN OPEN CHANNEL HYDRAULICS 288 A37 LABYE, YVES AND J.
NOUGARO, PROCEDES DE CALCUL DES CANAUX A SECTION DROITE POLYGONALE 297
A38 RAKOTOARIVELO, WILSON AND FABIEN SANANES, ETUDE DE L ECOULEMENT
SUPERCRITIQUE DANS UN CANAL DONT LA SECTION EST EN FORME DE U 307 A39
STRAUSS, V., THE KINETIC ENERGY CORRECTION FACTOR AND THE MOMENTUM
CORRECTION FACTOR IN OPEN CHANNELS 314 A40 GYORKE, OLIVER, ON THE
VELOCITY COEFFICIENT AND HYDRAULIC ROUGHNESS IN MEANDERING WATERCOURSES.
324 A41 GILDEA, ALBERT P. AND RALPH F. WONG, FLOOD CONTROL CHANNEL
HYDRAULICS 330 A42 ADACHI, SHOHEI, A THEORY OF STABILITY OF STREAMS. .
338 A43 IBAD-ZABE, YU A. AND T. N. KIYASBEILI, THE BED FORM ON
RECTILINEAR AND CURVILINEAR RIVER AND BIG CHANNEL SECTIDNS 345 A44
MATSUNASHI, JUNZABURO, ON A SOLUTION OF BED FLUC TUATION IN OPEN
CHANNEL WITH MOVABLE BED OF STEEP SLOPE 354 VM TABLE OF CONTENTS -
CONTINUED PAPER NUMBER AUTHOR AND TITLE PAGE NUMBER A45 TOEBES, G. H.
AND T. P. CHANG, PLANFORM ANALYSIS OF MEANDERING RIVERS 362 A46
ANDERSON, ALVIN G., ON THE DEVELOPMENT OF STREAM MEANDERS 370 A47 NOVAK,
PAVEL, MODEL SIMILARITY AND TRAINING OF RIVERS WITH LARGE CHANNEL
IRREGULARITIES. . . 379 A48 ANDING, MALCOLM G. AND PAUL W. PIERCE, III,
SOME RELATIONS OF ENERGY, ROUGHNESS, AND CHANNEL GEOMETRY IN THE LOWER
MISSISSIPPI RIVER ... 389 A49 THORNS, ZDENEK, VELOCITY OF MOTION OF SAND
BANKS . 398 A50 CIRAY, CAHIT, ON SECONDARY CURRENTS 408 A51 CHIU,
CHAO-LIN, THE ROLE OF SECONDARY CURRENTS IN HYDRAULICS 415 A52 ANANIAN,
A. K., AN APPROXIMATE THEORY OF SECONDARY FLOWS AT THE BEND OF THE RIVER
COURSE .... 422 A53 MURAMOTO, YOSHIO, SECONDARY FLOWS IN CURVED OPEN
CHANNELS 429 A54 CHIKWENDU, L. N., SECONDARY CURRENTS IN CURVED
STRATIFIED RIVERS 438 A55 LEBRETON, J. C. AND G. NICOLLET, ETUDE DES
COURANTS SECONDAIRES INDUITS PAR UN PANNEAU IMMERGE ET DE LEURS EFFECTS
SUR UN FOND MOBILE 447 A56 LUCAS, ARTHUR H., SECONDARY CURRENTS IN THE
NEWCASTLE HARBOUR SILTATION INVESTIGATION 456 A57 YEN, BEN CHIE, SOME
ASPECTS OF FLOW IN MEANDERING CHANNELS 465 A58 RAO, B. VASUDEVA AND K.
SEETHARAMIAH, DEVELOPMENT AND ROLE OF SECONDARY CURRENTS IN ALLUVIAL
STREAMS 472 A59 TSUCHIYA, AKIHIKO AND KATSUYOSHI ISHIZAKI, THE MECHANICS
OF DUNE FORMATION IN ERODIBLE-BED CHANNELS 479 A60 SUGA, KYOZO, THE
STABLE PROFILES OF THE CURVED OPEN CHANNEL BEDS 487 IX TABLE OF CONTENTS
PAPER NUMBER AUTHOR AND TITLE PAGE BL VASILIEV, 0. F. AND V. I.
BUKREYEV, STATISTICAL CHARACTERISTICS OF PRESSURE FLUCTUATIONS IN THE
REGION OF HYDRAULIC JUMP B2 GRY, ALBERT, THE BEHAVIOR OF THE TURBULENT
FLOW IN A 2-D1MENS1ONAL OPEN CHANNEL 1N PRESENCE OF SUSPENDED PARTICLES
B3 LJATKHER, V. M., CALCULATION OF SPECTRA OF TURBULENT PULSATIONS IN
UNIFORM FLOWS B4 RAZVAN, E., RESULTATS DE L ETUDE DU MOUVEMENT
MACROTURBULENT EN AVAL DU RESSAUT HYDRAULIQUE B5 RAZVAN, E. AND V.
CLEJA, ETUDE DE LA MACROTURBULENCE EN AVAL DU RESSAUT HYDRAULIQUE.
METHODE . . . B6 WISNER, PAUL, ON THE BOTTOM PRESSURE PULSATIONS OF THE
CLOSED CONDUIT AND OPEN CHANNEL HYDRAULIC JUMPS B7 LEVI, ENZO,
MACROTURBULENCE PRODUCED BY FORTEX BREAK DOWN IN HIGH VELOCITY FLOWS.
B8 NINO, M1KIO, HLROSHI SHIKATA AND MAYUKI NAKAI, LARGE EDDIES 1N
STRATIFIED FLOW B9 HERBICH, JOHN B., PREVENTION OF SCOUR AT BRIDGE
ABUTMENTS BIO SAYRE, WILLIAM W, AND W. JAY CONOVER, GENERAL TWO-
DLMENSIONAL STOCHASTIC MODEL FOR THE TRANSPORT AND DISPERSION OF
BED-MATERIAL SEDIMENT PARTICLES BLL NORDLN, CARL F. AND EVERETT V.
RICHARDSON, THE USE OF STOCHASTIC MODELS IN STUDIES OF ALLUVIAL CHANNEL
PROCESSES B12 ASHIDA, K. AND Y. TANAKA, A STATISTICAL STUDY OF SAND
WAVES 1 B13 MILORADOV, MHORAD, STOCHASTIC ANALYSIS OF THE AUTO-
FORMATION OF A CHANNEL CUT 1N INCOHERENT ALLUVIUM 1 B14 O LOUGHUN,
EMMETT M. AND DAVID SQUARER, AREAL VARIATIONS OF BED-FORM
CHARACTERISTICS 1N MEANDERING STREAMS 1 VI TABLE OF CONTENTS - CONTINUED
PAPER NUMBER AUTHOR AND TITLE PAGE NUMBER 815 VOINITCH-SIANOZHENTSKIJ,
T. G., V. G. LOMTATIDZE AND G. N. GVAZAVA, MACROTURBULENCE OF A BOTTOM
HYDRAULIC JUMP AND ITS INFLUENCE ON THE STABILITY OF THE BED OF THE
LOWER TAIL-WATER 128 B16 GUNKO, F. G., MACROTURBULENCE OF FLOWS BELOW
SPILL WAYS OF MEDIUM HEAD DAMS AND THEIR PROTECTION AGAINST UNDERMINING
135 B17 ROZANOV, N. P., L. S. GIVOTOVSKY AND N. N. PASHKOV, THE EFFECT
OF MACROTURBULENCE IN THE TAILWATER OF TUBULAR SPILLWAYS ON TAILWATER
STRUCTURES AND LOCAL SCOURING 144 B18 MASAIR, E., THE EFFECT OF BEND ON
THE DISTRIBUTION AND DEVELOPMENT OF THE MACROTURBULENCE INTENSITY IN
OPEN CHANNEL-BEDS 154 B19 AKI, SHUICHI, DYNAMIC CHARACTERISTICS OF THE
FORCES ACTING ON THE SPILLWAY CHUTE 163 B20 LATES, M., PULSATIONS
HYDRODYNAMIQUES DE LA PRESSION SUR LA PORTE PLANE A COURSE VERTICALE,
D UNE ECLUSE NAVIGABLE A REMPLISSAGE FRONTAL .... 171 B21 HANKO, ZOLTAN
G., ELIMINATION OF SWING PHENOMENA AT MULTI-OPENING WEIRS . 181 B22
CECEN, KAZLM AND MEHMETCIK BAYAZIT, DEPOSITION AND SCOUR DOWNSTREAM FROM
SEMIPERMEABLE STRUCTURES 186 B23 KERESELIDZE, N. K., PROBLEMS OF
STABILITY OF STREAMS IN ERODED BEDS AND STABILITY OF THEIR SHAPES . 194
B24 KEMP, PATRICK HUBERT AND ANTONY JAMES GRASS, THE MEASUREMENT OF
TURBULENT VELOCITY FLUCTUATIONS CLOSE TO A BOUNDARY IN OPEN CHANNEL FLOW
. . . 201 B25 KING, D. L., ANALYSIS OF RANDOM PRESSURE FLUCTUATION IN
STILLING BASINS 210 B26 PECHENKIN, M. W., OPTICAL METHOD FOR
EXPERIMENTAL STUDIES ON TURBULENT FLOWS 218 B27 DELLEUR, J. W., G. H.
TOEBES AND C. L. LIU, THE STEADY STATE AND DYNAMIC HEAT TRANSFER FROM
TURBULENCE SENSORS IN LIQUIDS 227 B28 MASAIR, E., A METHOD OF
DETERMINATION THE INTENSITY OF A STREAM MACROTURBULENCE THROUGH
APPLICATION OF A THERMISTOR 237 VII TABLE OF CONTENTS - CONTINUED PAPER
NUMBER AUTHOR AND TITLE PAGE NUMBER B29 BINDER, GILBERT, POTENTIAL
FLUCTUATIONS GENERATED BY TURBULENCE ON A SMALL WIRE 249 B30 AKSOY,
SAHAP, MEASUREMENT METHODS OF MACROTURBULENCE 256 B31 HARTUNG, FRITZ AND
KLAUSOTTO CSALLNER, EXPERIENCE WITH TURBULENCE METERS AND THEIR
IMPROVEMENT 264 B32 IWASA, YOSHIAKI, TURBULENCE MEASUREMENT BY MEANS OF
SMALL CURRENT METER IN FREE SURFACE FLOW . . 273 B33 PLATE, ERICH, J.,
THE EFFECT OF AXIAL VELOCITY FLUC TUATIONS ON THE RESPONSE OF A HELICAL
FLOW METER 281 B34 ISHIHARA, YASUO AND SHOITIRO YOKOSI, THE SPECTRA OF
TURBULENCE IN A RIVER FLOW 290 B35 LOCHER, FREDERICK A. AND EDUARD
NAUDASCHER, SOME CHARACTERISTICS OF MACRO-TURBULENCE IN FLOW PAST A
NORMAL WALL 298 B36 POZNIAJA, N. G., THE TURBULENT STRUCTURE OF OPEN
RESTRICTED DEPTH FLOW WITH INTERFACE .... 308 B37 HUNG, TIN-KAN, A
COMPUTATIONAL INVESTIGATION OF IMPULSIVELY GENERATED EDDIES 315 B38
JEZDINSKY, VLADIMIR, JAN CAKRT AND MLROSLAV RUDIS, MACROTURBULENCE
MEASUREMENTS IN NATURAL STREAMS 323 B39 GIVOTOVSKY, L. S., N. V.
DANILCHENKO AND V. S. BOROVKOV, TURBULENCE CHARACTERISTICS MEASURE
MENTS IN WATER FLOWS BEHIND GRIDS 333 B40 HALTURINA, N. V., TURBULENCE
AND DYNAMIC FORCES ACTING AT THE BOTTOM LINING DOWNSTREAM OF POWERPLANTS
COMBINED WITH SPILLWAYS 340 B41 TIFFANY, JOSEPH B., TURBULENCE IN THE
MISSISSIPPI RIVER 349 B42 SPATARU, A. AND I. MARCULESCU, ETUDE DU
TOURBILLON DE L ENTREE DANS LES BASSLNS PORTUAIRES FLUVIAUX 356 B43
LIPAY, I. E. AND V. F. PUSTOVOIT, ON THE VANISHING OF INTENSIVE
MACROTURBULENCE IN OPEN CHANNEL FLOW BELOW HYDRAULIC OUTLET STRUCTURE.
... 362 VIN
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| adam_txt |
PROCEEDINGS TWELFTH CONGRESS OF THE INTERNATIONAL ASSOCIATION FOR
HYDRAULIC RESEARCH SEPTEMBER 11-14,1967 COMPTES RENDUS DOUZIEME C0N6RES
DE L'ASSOCIATION INTERNATIONALE DE RECHERCHES HYDRAULIQUE! 11-14
SEPTEMBRE 1967 VOLUME NO. 1 RIVER HYDRAULICS HYDRAULIQUE FLUVIALE
COLORADO STATE UNIVERSITY FORT COLLINS, COLORADO, U.S.A. TABLE OF
CONTENTS PAPER NUMBER AL A2 A3 A4 A5 A6 A7 A9 ALO ALL A12 A13 AH AUTHOR
AND TITLE PAGE NUMBER HARTUNG, FRITZ AND HEIMUT SCHEUERLEIN, MACRO-
TURBULENT FLOW IN STEEP OPEN CHANNELS WITH HIGH NATURAL ROUGHNESS 1
HARBAUGH, T. E. AND VEN TE CHOW, A STUDY OF THE ROUGHNESS OF CONCEPTUAL
RIVER SYSTEMS OR WATERSHEDS 9 BLENCH, T., INDUCTIVE APPROACH TO PHASES
OF MOBILE- BED ROUGHNESS 18 ZNAMENSKAYA, N. S., THE ANALYSIS AND
ESTIMATING OF ENERGY LOSSES BY INSTANTANEOUS VELOCITY DIS TRIBUTION OF
STREAMS WITH MOVABLE BED 27 MARCHI, ENRICO, RESISTANCE TO FLOW IN
FIXED-BED CHANNELS WITH THE INFLUENCE OF CROSS-SECTIONAL SHAPE AND FREE
SURFACE 32 ROBILLARD, LUC AND JOHN F. KENNEDY, SOME EXPERI MENTAL
OBSERVATIONS ON FREE SURFACE SHEAR FLOW OVER A WAVY BOUNDARY 41 KIKKAWA,
HIDEO, HIROYOSHI SHI-IGAI AND SHOJI FUKUOKA, ON THE EFFECTS OF SUSPENDED
SEDIMENTS TO THE BED ROUGHNESS 49 VIPARELLI, M. AND M. PICA, STREAMS IN
LARGE ALLUVIAL BEDS OF HIGH SLOPE 57 EGIAZAROFF, I. V., HYDRAULIC
RESISTANCE OF A MOVABLE CHANNEL BED AND SEDIMENT GRADING INFLUENCE . .
68 CUNHA, L. VEIGA DA, ABOUT THE ROUGHNESS IN ALLUVIAL CHANNELS WITH
COMPARATIVELY COARSE BED MATERIALS 76 GALAY, 0. V., OBSERVED FORMS OF
BED ROUGHNESS IN AN 85 UNSTABLE GRAVEL RIVER BRUK, STEVAN AND ZVONIMIR
VOLF, DETERMINATION OF ROUGHNESS COEFFICIENTS FOR VERY IRREGULAR RIVERS
WITH LARGE FLOODPLAINS 95 VUCETIC, OELENA, PROPOSITION FOR A MORE
ACCURATE DETERMINATION OF ROUGHNESS COEFFICIENT OF THE RIVER BED 100
WHETTEN, OOHN T. AND TIMOTHY J. FULL AM, COLUMBIA RIVER BED FORMS 107 VI
TABLE OF CONTENTS - CONTINUED PAPER NUMBER AUTHOR AND TITLE PAGE NUMBER
A15 SWANSON, GERALD B., RECOGNITION OF SCOUR OF RIVER CHANNEL FOR DESIGN
PURPOSES 115 A16 ARGYROPOULOS, PRAXITELIS, A., MODERN CONSIDERATIONS AND
NEW DATA ON RIVER BED ROUGHNESS 123 A17 CHANG, FENG-MING, DARYL B,
SIMONS AND EVERETT V. RICHARDSON, TOTAL BED-MATERIAL DISCHARGE IN
ALLUVIAL CHANNELS . 132 A18 RICHARDSON, EVERETT V. AND DARYL B.
SIMONS, RESIS TANCE TO FLOW IN SAND CHANNELS 141 A19 SENTURK, FUAT,
DETERMINATION DE LA RESISTANCE D'UN FOND MOBILE SOUS L'ACTION D'UN
ECOULEMENT. . . 151 A20 VINCENT, JAN, EFFECT OF BEDLOAD MOVEMENT ON THE
ROUGHNESS COEFFICIENT VALUE 152 A21 MARTINEC, JAROSLAV, THE EFFECT OF
SAND RIPPLES ON THE INCREASE OF RIVER BED ROUGHNESS 172 A22 RAKOCZI,
LASZLO, EXPERIMENTAL STUDY OF FLUME-BED ROUGHNESS 181 A23 RATHBUN, R. E.
AND H. P. GUY, EFFECT OF NON-EQUILI BRIUM FLOW CONDITIONS ON SEDIMENT
TRANSPORT AND BED ROUGHNESS IN A LABORATORY ALLUVIAL CHANNEL 187 A24
BURSALI, T., BOTTOM SHEAR MEASUREMENT IN AN OPEN CHANNEL FLOW 194 A25
HARRISON, ALFRED S. AND WARREN J. MELLEMA, MOVABLE BED MODEL FOR
ALLUVIAL CHANNEL STUDIES . 202 A26 ZVORYKINE, K. A., CONFRONTATION
DES RESULTATS DES RECHERCHES EN NATURE SUR 1'ENLARGISSEMENT DU COURANT
EN PLAN ET CEUX DES CALCULES ET DES ESSAIS SUR MODELE 210 A27 DELLEUR,
J. W., G. H. TOEBES AND B. C. UDEOZO, UNI FORM FLOW IN IDEALIZED
CHANNEL-FLOOD PLAIN GEOMETRIES 218 A28 GRISHANIN, K. V., THE SIMILARITY
IN FLOWS AT STRAIGHT REACHES OF RIVERS 226 A29 FRANCO, JOHN J., EFFECTS
OF STAGES ON SCOUR ALONG RIVERBANKS 232 VI 1 TABLE OF CONTENTS -
CONTINUED PAPER NUMBER AUTHOR AND TITLE PAGE NUMBER A30 SHERENKOV, I.
A., HYDRAULIC SOLUTION AND DEFINITION OF THE UNSTABILITY CRITERION OF
STREAM WANDER ING WITHIN BED, AND VORTEX ZONES 240 A3! SZIGYARTO,
ZOLTAN, EXPERIMENTS FOR THE VERIFICATION OF THE PASSAGE THEORY 249 A32
GANDOLFO, JOSE S., DELIMINATION DU TRONCON DE RIVIERE TORRENTIELLE 257
A33 ARGRYROPOULOS, PRAXITELIS, A., CROSS-SECTIONAL SHAPE AND
IRREGULARITIES IN RIVER CHANNELS 262 A34 HORSKY, T., THE GRADUALLY
VARIED FLOW IN NONPRISMATIC CHANNELS 272 A35 NOUGARO, J., S. DALMAYRAC
ET CI. THIRRIOT, INFLUENCE DE LA VARIATION LONGITUDINALE DU PROFIL D'UNE
RIVIERE SUR L'ECOULEMENT GRADUELLEMENT VALUE. . 280 A36 SHIN, CORNELIUS
C. AND NEIL S. GRIGG, A RECONSIDERA TION OF THE HYDRAULIC RADIUS AS A
GEOMETRIC QUANTITY IN OPEN CHANNEL HYDRAULICS 288 A37 LABYE, YVES AND J.
NOUGARO, PROCEDES DE CALCUL DES CANAUX A SECTION DROITE POLYGONALE 297
A38 RAKOTOARIVELO, WILSON AND FABIEN SANANES, ETUDE DE L'ECOULEMENT
SUPERCRITIQUE DANS UN CANAL DONT LA SECTION EST EN FORME DE U 307 A39
STRAUSS, V., THE KINETIC ENERGY CORRECTION FACTOR AND THE MOMENTUM
CORRECTION FACTOR IN OPEN CHANNELS 314 A40 GYORKE, OLIVER, ON THE
VELOCITY COEFFICIENT AND HYDRAULIC ROUGHNESS IN MEANDERING WATERCOURSES.
324 A41 GILDEA, ALBERT P. AND RALPH F. WONG, FLOOD CONTROL CHANNEL
HYDRAULICS 330 A42 ADACHI, SHOHEI, A THEORY OF STABILITY OF STREAMS. .
338 A43 IBAD-ZABE, YU A. AND T. N. KIYASBEILI, THE BED FORM ON
RECTILINEAR AND CURVILINEAR RIVER AND BIG CHANNEL SECTIDNS 345 A44
MATSUNASHI, JUNZABURO, ON A SOLUTION OF BED FLUC TUATION IN OPEN
CHANNEL WITH MOVABLE BED OF STEEP SLOPE 354 VM TABLE OF CONTENTS -
CONTINUED PAPER NUMBER AUTHOR AND TITLE PAGE NUMBER A45 TOEBES, G. H.
AND T. P. CHANG, PLANFORM ANALYSIS OF MEANDERING RIVERS 362 A46
ANDERSON, ALVIN G., ON THE DEVELOPMENT OF STREAM MEANDERS 370 A47 NOVAK,
PAVEL, MODEL SIMILARITY AND TRAINING OF RIVERS WITH LARGE CHANNEL
IRREGULARITIES. . . 379 A48 ANDING, MALCOLM G. AND PAUL W. PIERCE, III,
SOME RELATIONS OF ENERGY, ROUGHNESS, AND CHANNEL GEOMETRY IN THE LOWER
MISSISSIPPI RIVER . 389 A49 THORNS, ZDENEK, VELOCITY OF MOTION OF SAND
BANKS . 398 A50 CIRAY, CAHIT, ON SECONDARY CURRENTS 408 A51 CHIU,
CHAO-LIN, THE ROLE OF SECONDARY CURRENTS IN HYDRAULICS 415 A52 ANANIAN,
A. K., AN APPROXIMATE THEORY OF SECONDARY FLOWS AT THE BEND OF THE RIVER
COURSE . 422 A53 MURAMOTO, YOSHIO, SECONDARY FLOWS IN CURVED OPEN
CHANNELS 429 A54 CHIKWENDU, L. N., SECONDARY CURRENTS IN CURVED
STRATIFIED RIVERS 438 A55 LEBRETON, J. C. AND G. NICOLLET, ETUDE DES
COURANTS SECONDAIRES INDUITS PAR UN PANNEAU IMMERGE ET DE LEURS EFFECTS
SUR UN FOND MOBILE 447 A56 LUCAS, ARTHUR H., SECONDARY CURRENTS IN THE
NEWCASTLE HARBOUR SILTATION INVESTIGATION 456 A57 YEN, BEN CHIE, SOME
ASPECTS OF FLOW IN MEANDERING CHANNELS 465 A58 RAO, B. VASUDEVA AND K.
SEETHARAMIAH, DEVELOPMENT AND ROLE OF SECONDARY CURRENTS IN ALLUVIAL
STREAMS 472 A59 TSUCHIYA, AKIHIKO AND KATSUYOSHI ISHIZAKI, THE MECHANICS
OF DUNE FORMATION IN ERODIBLE-BED CHANNELS 479 A60 SUGA, KYOZO, THE
STABLE PROFILES OF THE CURVED OPEN CHANNEL BEDS 487 IX TABLE OF CONTENTS
PAPER NUMBER AUTHOR AND TITLE PAGE BL VASILIEV, 0. F. AND V. I.
BUKREYEV, STATISTICAL CHARACTERISTICS OF PRESSURE FLUCTUATIONS IN THE
REGION OF HYDRAULIC JUMP B2 GRY, ALBERT, THE BEHAVIOR OF THE TURBULENT
FLOW IN A 2-D1MENS1ONAL OPEN CHANNEL 1N PRESENCE OF SUSPENDED PARTICLES
B3 LJATKHER, V. M., CALCULATION OF SPECTRA OF TURBULENT PULSATIONS IN
UNIFORM FLOWS B4 RAZVAN, E., RESULTATS DE L'ETUDE DU MOUVEMENT
MACROTURBULENT EN AVAL DU RESSAUT HYDRAULIQUE B5 RAZVAN, E. AND V.
CLEJA, ETUDE DE LA MACROTURBULENCE EN AVAL DU RESSAUT HYDRAULIQUE.
METHODE . . . B6 WISNER, PAUL, ON THE BOTTOM PRESSURE PULSATIONS OF THE
CLOSED CONDUIT AND OPEN CHANNEL HYDRAULIC JUMPS B7 LEVI, ENZO,
MACROTURBULENCE PRODUCED BY FORTEX BREAK DOWN IN HIGH VELOCITY FLOWS.
B8 NINO, M1KIO, HLROSHI SHIKATA AND MAYUKI NAKAI, LARGE EDDIES 1N
STRATIFIED FLOW B9 HERBICH, JOHN B., PREVENTION OF SCOUR AT BRIDGE
ABUTMENTS BIO SAYRE, WILLIAM W, AND W. JAY CONOVER, GENERAL TWO-
DLMENSIONAL STOCHASTIC MODEL FOR THE TRANSPORT AND DISPERSION OF
BED-MATERIAL SEDIMENT PARTICLES BLL NORDLN, CARL F. AND EVERETT V.
RICHARDSON, THE USE OF STOCHASTIC MODELS IN STUDIES OF ALLUVIAL CHANNEL
PROCESSES B12 ASHIDA, K. AND Y. TANAKA, A STATISTICAL STUDY OF SAND
WAVES 1 B13 MILORADOV, MHORAD, STOCHASTIC ANALYSIS OF THE AUTO-
FORMATION OF A CHANNEL CUT 1N INCOHERENT ALLUVIUM 1 B14 O'LOUGHUN,
EMMETT M. AND DAVID SQUARER, AREAL VARIATIONS OF BED-FORM
CHARACTERISTICS 1N MEANDERING STREAMS 1 VI TABLE OF CONTENTS - CONTINUED
PAPER NUMBER AUTHOR AND TITLE PAGE NUMBER 815 VOINITCH-SIANOZHENTSKIJ,
T. G., V. G. LOMTATIDZE AND G. N. GVAZAVA, MACROTURBULENCE OF A BOTTOM
HYDRAULIC JUMP AND ITS INFLUENCE ON THE STABILITY OF THE BED OF THE
LOWER TAIL-WATER 128 B16 GUNKO, F. G., MACROTURBULENCE OF FLOWS BELOW
SPILL WAYS OF MEDIUM HEAD DAMS AND THEIR PROTECTION AGAINST UNDERMINING
135 B17 ROZANOV, N. P., L. S. GIVOTOVSKY AND N. N. PASHKOV, THE EFFECT
OF MACROTURBULENCE IN THE TAILWATER OF TUBULAR SPILLWAYS ON TAILWATER
STRUCTURES AND LOCAL SCOURING 144 B18 MASAIR, E., THE EFFECT OF BEND ON
THE DISTRIBUTION AND DEVELOPMENT OF THE MACROTURBULENCE INTENSITY IN
OPEN CHANNEL-BEDS 154 B19 AKI, SHUICHI, DYNAMIC CHARACTERISTICS OF THE
FORCES ACTING ON THE SPILLWAY CHUTE 163 B20 LATES, M., PULSATIONS
HYDRODYNAMIQUES DE LA PRESSION SUR LA PORTE PLANE A COURSE VERTICALE,
D'UNE ECLUSE NAVIGABLE A REMPLISSAGE FRONTAL . 171 B21 HANKO, ZOLTAN
G., ELIMINATION OF SWING PHENOMENA AT MULTI-OPENING WEIRS . 181 B22
CECEN, KAZLM AND MEHMETCIK BAYAZIT, DEPOSITION AND SCOUR DOWNSTREAM FROM
SEMIPERMEABLE STRUCTURES 186 B23 KERESELIDZE, N. K., PROBLEMS OF
STABILITY OF STREAMS IN ERODED BEDS AND STABILITY OF THEIR SHAPES . 194
B24 KEMP, PATRICK HUBERT AND ANTONY JAMES GRASS, THE MEASUREMENT OF
TURBULENT VELOCITY FLUCTUATIONS CLOSE TO A BOUNDARY IN OPEN CHANNEL FLOW
. . . 201 B25 KING, D. L., ANALYSIS OF RANDOM PRESSURE FLUCTUATION IN
STILLING BASINS 210 B26 PECHENKIN, M. W., OPTICAL METHOD FOR
EXPERIMENTAL STUDIES ON TURBULENT FLOWS 218 B27 DELLEUR, J. W., G. H.
TOEBES AND C. L. LIU, THE STEADY STATE AND DYNAMIC HEAT TRANSFER FROM
TURBULENCE SENSORS IN LIQUIDS 227 B28 MASAIR, E., A METHOD OF
DETERMINATION THE INTENSITY OF A STREAM MACROTURBULENCE THROUGH
APPLICATION OF A THERMISTOR 237 VII TABLE OF CONTENTS - CONTINUED PAPER
NUMBER AUTHOR AND TITLE PAGE NUMBER B29 BINDER, GILBERT, POTENTIAL
FLUCTUATIONS GENERATED BY TURBULENCE ON A SMALL WIRE 249 B30 AKSOY,
SAHAP, MEASUREMENT METHODS OF MACROTURBULENCE 256 B31 HARTUNG, FRITZ AND
KLAUSOTTO CSALLNER, EXPERIENCE WITH TURBULENCE METERS AND THEIR
IMPROVEMENT 264 B32 IWASA, YOSHIAKI, TURBULENCE MEASUREMENT BY MEANS OF
SMALL CURRENT METER IN FREE SURFACE FLOW . . 273 B33 PLATE, ERICH, J.,
THE EFFECT OF AXIAL VELOCITY FLUC TUATIONS ON THE RESPONSE OF A HELICAL
FLOW METER 281 B34 ISHIHARA, YASUO AND SHOITIRO YOKOSI, THE SPECTRA OF
TURBULENCE IN A RIVER FLOW 290 B35 LOCHER, FREDERICK A. AND EDUARD
NAUDASCHER, SOME CHARACTERISTICS OF MACRO-TURBULENCE IN FLOW PAST A
NORMAL WALL 298 B36 POZNIAJA, N. G., THE TURBULENT STRUCTURE OF OPEN
RESTRICTED DEPTH FLOW WITH INTERFACE . 308 B37 HUNG, TIN-KAN, A
COMPUTATIONAL INVESTIGATION OF IMPULSIVELY GENERATED EDDIES 315 B38
JEZDINSKY, VLADIMIR, JAN CAKRT AND MLROSLAV RUDIS, MACROTURBULENCE
MEASUREMENTS IN NATURAL STREAMS 323 B39 GIVOTOVSKY, L. S., N. V.
DANILCHENKO AND V. S. BOROVKOV, TURBULENCE CHARACTERISTICS MEASURE
MENTS IN WATER FLOWS BEHIND GRIDS 333 B40 HALTURINA, N. V., TURBULENCE
AND DYNAMIC FORCES ACTING AT THE BOTTOM LINING DOWNSTREAM OF POWERPLANTS
COMBINED WITH SPILLWAYS 340 B41 TIFFANY, JOSEPH B., TURBULENCE IN THE
MISSISSIPPI RIVER 349 B42 SPATARU, A. AND I. MARCULESCU, ETUDE DU
TOURBILLON DE L'ENTREE DANS LES BASSLNS PORTUAIRES FLUVIAUX 356 B43
LIPAY, I. E. AND V. F. PUSTOVOIT, ON THE VANISHING OF INTENSIVE
MACROTURBULENCE IN OPEN CHANNEL FLOW BELOW HYDRAULIC OUTLET STRUCTURE.
. 362 VIN |
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