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Volume 59, Issue 2
June 1975
Proceedings of the Institution of Civil Engineers Cover Image for Volume 59, Issue 2
Research Article| June 01 1975

SEDIMENT TRANSPORT THEORIES. Available to Purchase

WR WHITE;
WR WHITE
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E MEYER PETER;
E MEYER PETER
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J ROTTNER;
J ROTTNER
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ENGELUND;
ENGELUND
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F;
F
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P ACKERS;
P ACKERS
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H MILLI;
H MILLI
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R MULLER;
R MULLER
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AA BISHOP;
AA BISHOP
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E HANSEN;
E HANSEN
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AD CRABBE;
AD CRABBE
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HA EINSTEIN;
HA EINSTEIN
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RA BANGOLD;
RA BANGOLD
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FB TOFFALETI
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1975
Proceedings of the Institution of Civil Engineers (1975) 59 (2): 265–292.
https://doi.org/10.1680/iicep.1975.3740

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First page of SEDIMENT TRANSPORT THEORIES.
Keywords:
HYDRAULICS RESEARCH STATION, LABORATORIO DE HIDRAULICA APLICADA, BUENOS AIRES, SEDIMENTS, METHODS, RESEARCH, DATA, WATER, FLUIDS, TOTAL, TRANSPORT, RATES, FLUMES, SAND, CHANNELS, PERFORMANCE, EXPERIMENTS, THEORY, HYDRAULICS, FIELD, MATERIALS, PARTICLES, LOADS
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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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