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Volume 59, Issue 1
March 1975
Proceedings of the Institution of Civil Engineers Cover Image for Volume 59, Issue 1
Research Article| March 01 1975

TECHNICAL NOTE. DESIGN IMPLICATIONS OF HYDRAULIC JUMPS AT SUDDEN ENLARGEMENTS. Available to Purchase

L E DE MAGALHAES;
L E DE MAGALHAES
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P MINTON
P MINTON
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1975
Proceedings of the Institution of Civil Engineers (1975) 59 (1): 169–174.
https://doi.org/10.1680/iicep.1975.3849

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First page of TECHNICAL NOTE. DESIGN IMPLICATIONS OF HYDRAULIC JUMPS AT SUDDEN ENLARGEMENTS.
Keywords:
DESIGN, SUDDEN, MODELS, FORMATION, FLOW, HYDRAULIC, ENLARGEMENT, STUDIES, JUNCTIONS, GEOMETRY, JUMP, LABORATORIES, MODELLING, CHANNELS, DOWNSTREAM, LOURENCO MARQUES UNIVERSITY, IMPERIAL COLLEGE
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© Thomas Telford and ICE
1975
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AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

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