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INTERNATIONAL ASSOCIATION
INTERNATIONAL ASSOCIATION FOR HYDRAULIC RESEARCH ASSOCIATION INTERNATIONALE DE RECHERCHES HYDRAULIQUES ELEVENTH CONGRESS LENINGRAD 1905 ONZIEME CO...
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HYDRAULIC RESEARCH
ASSOCIATION INTERNATIONALE DE RECHERCHES
HYDRAULIQUES
ELEVENTH CONGRESS LENINGRAD 1905 ONZIEME CONGRES
LENINGRAD 1965
VOLUME I
High-velocity flow Courants h
grande
vitesse
Subject
HIQH VELOCITY FLOWS
1,
CONTENTS
Paper
Title
No
Author
1*1
On Waves in Inolined Open Channels.
1.2
Vortices in
1.3
Solution.by Computers of the Piano Problem of the Superoritical
1.4
Model
H.H.Ohambarian
High-Speed Flows.
Turbulent Flows
K.V.Grishanin
I.A.Sherenkov
Wave
by
Studies of
Hydraulio Structure*
1.6
On the
1.7
at
Inception
Edge Orifico
a
of
Below
Chutes Caused
Supercritical Cavitation in
Quadrant-
on
Cavita¬
oavitation des dissipateurs
1.9
Studies
on
son
R*
ïï.S.S.R.
K.Haindl
Czecho¬
slovakia
M.V.Ramamoorthy
India
N.S.Govinda Hao
India
O.A.Iuditski
U.R.S.S.
les
élimination.
High Velocity Submerged Jeta to their liinergy Dissipa¬
with Reference
tion Characteristics.
1.10
«
S.H.Sasikanth
d'énergie des barrages-déversoirs et mesures de
t>
K.Seetharamaiah
Meter.
On the Effect of 3aok Prsasure
Erosion par
*
U.S.S.K.
R.Galperin
Flow.
tion in Venturis» 1.8
XI* S
G.Tsedrov
Agitation Damping
Roll-Waves
D.S.S.R.
Movement.
Gates Cavitation.
1.5
Country
N.S.Govinda
Rao
India
K.Seetharamiah N.S.Shashi dhara
Prototype Behaviour and Scope of the New Energy Dissipating Devioe-Buoket Type
S.D.L.Luthra
India
Gunaji
U.S.A.
Splitter. 1.11
1.12
Embudo Arroyo Hydraulic Model Studies of Terminal Culvert and Energy Dissipator.
Ski-Jump Energy Dissipator for Rihand a Model Study. Spillway -
1.13
Dissipation de l'énergie dans soirs
1.14
Les
déver¬
oas
S.K.Jain
S.N.Gupta Armando
de
de
à grande l'aménagement des oourants
D. Duraitrescu C.Ianou
Sur le rôle du oritère de Froude dans l'étude de l'entraînement de l'air par
Paul Wisner
courants
a
Portugal
grande vitesse.
Roumanie
C.Iamandi
torrents.
les
India
Lenoastre
particularités des
vitesse dans le
1.15
les
à chute libre.
Narenda N.
Roumanie
II
-
1.16
Resistance
near
-
the Energy Critioal in
U.S.A.
Chesley J.Posey
Open Channel Flow. 1.17
The
Surface
Regime and
its
Influence
on
Czecho¬
K.Haindl
slovakia
the Function of the Stilling Basin Below Chutes.
1.18
lic
1.19
Research
Applied
in Cavitation in
Hydrau¬
Floyd E. Dominy
U.S.A.
Structures.
Amélioration des conditions d'écoulement danB un oanal oourbe de section rectangu¬
F.Sananes
France
Th.Xanthopoulos
Greece
laire à forte pente. 1.20
Essais
modèle réduit du saut de ski
en
de l'évaouateur de
orueB
du
Rodrigues
Jose de
barrage
Portugal
Almeida
d'Alto Rabagao. 1.21
Vidanges de fond débouchant bassins
des
F.Oliveira Lemos
d'amortissement l'érosion du
D.Pinto da Silva
dans
Portugal
béton. 1.22
de
1.23
The
Methods
The in
of
Governing
of
Geometrical
Designing
the
Hydraulic Jump
Tailwater
Apron
U.S.S.R.
Otto
Hungary
Haszpra
Barrages.
Slope and Friction Effects in Two Channel Flow.
High Velooity
Flow in
Irregular Natural
the Relative
Study
on
Types
of End Sills
and
Merits Baffle
of
Different
Cavitation and Energy Dissipation Conduit
J.A.Liggett
U.S.A.
S.U.Vasudev
India
Praacitelis A.Argyropoulos
Greeoe
D.Doddiah
India
Hunter Rouse
U.S.A.
Vladimir
Czecho¬
Jezdinsky
slovakia
Yoshiaki Iwasa
Japan
H.L.Uppal
India
Piers in the
Stilling Basin for energy Dissipation High Velooity Flow, 1.28
A.A.Tursunov
of
Streams. 1.27
Portugal
Supercritical High Velocity Flows.
Dimensional, High Speed 1.26
da Cunha
Lencastre
Role of the Surface
River
1.25
of
Veiga
Antonio CaBtro
l'érosion.
Forms
1.24
Luiz
La dissipation de l'énergie dans un évaouateur en saut de ski, observation
of
in
Expansions,
1.29
Application of Boundary Layer Theory High Velooity Flow in Steep Channels.
1.30
Cavitation in
to
High-Head Outlet Conduits.
T.D.Gulati T.G.Paul
1.31
Sur la limite des
1.32
d'application de la méthode
caractéristiques
Prise d'eau
sur
aux
canal
un
oanaux
a
Turhan
Aoatay
Turquie
oourbes. Turhan Aoatay
éooulement
Turquie
rapide. 1.33
of Vacuum and Cavitation Characte¬
Study
ristics
of Elements
of
Hydraulic
Outlet
Structures.
N.P.Rosanov
U.S.S.R.
P. P.Mois
N.N.Pashkov
G.A.Vorobyov 1.34
An Investigation of Problems Associated a Jamaican
with High Velocity Flow in
1.35
Energy Dissipation
Several
by
1.37
Kingdom
in
High-Head By-pass
a
Torkild Carstens
Norway
Yoehiaki Iwasa
Japan
Unlined Rock.
through 1.36
United
Julius
Theodor Kestner
Scheme.
Drainage
Peter Ackers
Friedrich
Hydraulic Jump Trapezoidal Seotion.
Features of
Weir with
Influence
Formed
Hiroji Nakagawa Akira Nakano
of Channel
Aeration of
Roughness on the High-Velooity, Open-Channel
Alvin G.Anderson
U.S.A.
P.G.Franke
Germany
Yoshiaki Iwasa
Japan
Flow.
1.38
Supercritical Flow Pipe.
1.39
Historical tors
at
in
Partially Filled
a
Development of Energy DiBsipaMultiple-Purpose Projeots in Japan.
Hiroji Nakagawa Sei
1.40
Energy
Loss
to
due
the Surface Roller at
Fujimoto
Zoltân Hankô
Hungary
F.M.Abecasis
Portugal
T.O.Voinitoh-
U.S.S.R,
Hydraulic Jumps. 1.41
Fluctuations de
pression dans
plane en contaot grande vitesse. 1.42
avec
un
une
paroi
écoulement à.
of High Velooity Aerated Flows of a with the Tail-Water Stage by Means Connection Bottom
Hydraulic Jump.
B.Q.Lomtatidze G.N.Gvazava
1.43
Experimental Study of Aeration Effect the Intensity of Energy Dissipation.
1.44
Flow Characteristics of Water
Syanozhentsky
a
Free
on
Ciroular
A.G.Chanishvili
U.S.S.R.
Willi Kraatz
German Democratic
Jet.
Republic 1,45
Experimental Study of Imposed in a Pipeline by a Hydraulic Jump. An
the
Forces
the
Action of
A.F.Whillock
England
IV
-
1.46
Instantaneous a
Model
-
Pressure Measurements
in
A.J.M.Harrison
England
Jacob H«Douma
U.S.A.
Yu.P.Inozemtsev
U.S.S.R.
Siphon.
1.47
High Velooity Flow in Open Channels.
1.48
Cavitation-Erosion Resistance teohnical
Concretes
on
Hydro-
of
Cement and Polymer
Binders,
N.N.Pashkov
P.A.Pshenitsyn N.P.Hosanov V.I.Saoharov K.K.Shalnev
1.49
Studies
on
the Phenomenon
of Air
H.L.Uppal
Entrainment.
Punjab
T.D.Oulati A.N.Kotwal Tarlok
1.50
Singh
Hydraulio Regime and Local Soour of Rook Bed below Spillways of High-Head Hydro-
F.Q.Qunko
el eo trio Stations.
N.B.Isaohenko
U.S.S.R.
A.F.Burioov G.L.Rubinstein
A.G.Soloyyova G.-A.Yuditsky 1.51
Energy Dissipation in the Interaction of
1.92
1.53
1.54
Prooess of
Energy Dissipation of
a
High-Velooity
Vertical
a
Basin.
Jet
W.E.Faktorovitoh
U.S.S.R.
Impinging Flows.
Entering
Effets de la cavitation
sur
les
vannes-
Raffaele
Cola
Marcello
papillon des installations hydrauliques.
Benedini
Energy Dissipation in Outlet Works by
Costantino
Means of Grids.
A.Fasso'
Italy
Italie
Italy
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