Skip to Main Content
Article navigation
Volume 65, Issue 4
December 1978
Proceedings of the Institution of Civil Engineers Cover Image for Volume 65, Issue 4
Research Article| December 01 1978

TIDAL RESPONSE OF A WEDGE-SHAPED ESTUARY TO THE INSTALLATION OF A TIDAL POWER BARRAGE: A SIMPLIFIED ANALYTICAL APPROACH.

IS ROBINSON
IS ROBINSON
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
Online ISSN: 1753-7789
© Thomas Telford and ICE
1978
Proceedings of the Institution of Civil Engineers (1978) 65 (4): 773–790.
https://doi.org/10.1680/iicep.1978.2709

Article PDF first page preview

First page of TIDAL RESPONSE OF A WEDGE-SHAPED ESTUARY TO THE INSTALLATION OF A TIDAL POWER BARRAGE: A SIMPLIFIED ANALYTICAL APPROACH.
Keywords: SOUTHAMPTON UNIVERSITY, TIDAL, SHAPE, POWER, ANALYTICAL, FRICTIONLESS, FREQUENCY, PERMEABLE, DESIGN, FLOW, GAPS, CONSTRUCTION, TIDES, NUMERICAL, GENERATION, ENERGY, ESTIMATES, RESPONSES, ESTUARIES, BARRAGES, METHODS, MODELS, OSCILLATIONS, MODELLING, APPROXIMATION, CHARACTERISTICS, VELOCITY, TECHNIQUES, DYNAMICS, OPTIMISATION, EBB, GOVERNING, SEAWARD, IMPERMEABLE, EXTRACTION, HARMONIC, WEDGES, INSTALLATION, SIMPLIFIED, LINEAR, SINGLE, SOLID, BARRIERS, OPTIMUM, CALCULATIONS, CLOSURES, MATHEMATICS, TURBINES, FLOODS, EQUATIONS
This content is only available via PDF.
© Thomas Telford and ICE
1978
You do not currently have access to this content.
Don't already have an account? Register

Purchased this content as a guest? Enter your email address to restore access.

Please enter valid email address.
Email address must be 94 characters or fewer.
Pay-Per-View Access
$39.00
Rental
This article is also available for rental through DeepDyve. Read this now at DeepDyve
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.

Suggested Reading

DISCUSSION. CHARACTERISTICS OF PLASTICS AND THEIR USE IN STRUCTURES.
Proceedings of the Institution of Civil Engineers (September,1967)
DISCUSSION. TECHNICAL NOTE. UNBALANCING OF TENDERS.
Proceedings of the Institution of Civil Engineers (November,1972)
DISCUSSION. RUN-OFF OF CHALK STREAMS.
Proceedings of the Institution of Civil Engineers (April,1962)
DISCUSSION. DISPERSION OF HEAT IN SOUTHAMPTON WATER.
Proceedings of the Institution of Civil Engineers (September,1974)
INFORMAL DISCUSSION. A DEBATE - `THAT FOUR-YEAR ACADEMIC DEGREE COURSE -S ARE ESSENTIAL.`
Proceedings of the Institution of Civil Engineers (August,1983)

Recommended for you

These recommendations are informed by your reading behaviors and indicated interests.

Cited By

Google Scholar
CrossRef (4)
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal