INTERNATIONAL ASSOCIATION FOR

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