Skip to Main Content
Article navigation
Volume 71, Issue 2
June 1981
Proceedings of the Institution of Civil Engineers Cover Image for Volume 71, Issue 2
Research Article| June 01 1981

TECHNICAL NOTE. DISCUSSION. WAVE RUNUP FORMULA OF UNIVERSAL APPLICABILITY. Available to Purchase

CR SHAH;
CR SHAH
Search for other works by this author on:
This Site
PubMed
Google Scholar
SH CHUE
SH CHUE
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1981
Proceedings of the Institution of Civil Engineers (1981) 71 (2): 635–636.
https://doi.org/10.1680/iicep.1981.1910

Article PDF first page preview

First page of TECHNICAL NOTE. DISCUSSION. WAVE RUNUP FORMULA OF UNIVERSAL APPLICABILITY.
Keywords:
WAVES, UNIVERSAL, ROUGHNESS, LARGE, MAGNITUDE, RUN UP, SLOPES, STEEPNESS, SMALL, FORMULAE, EFFECT, SMOOTH, EQUATIONS
This content is only available via PDF.
© Thomas Telford and ICE
1981
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

TECHNICAL NOTE. WAVE RUN-UP FORMULA OF UNIVERSAL APPLICABILITY.
Proceedings of the Institution of Civil Engineers (December,1980)
DISCUSSION OF TECHNICAL NOTE. A SIMPLE EXPLICIT FORMULA FOR THE ESTIMATION OF PIPE FRICTION FACTOR.
Proceedings of the Institution of Civil Engineers (March,1985)
THE STEVENSON FORMULA FOR PREDICTING WAVE HEIGHT. TECHNICAL NOTE. DISCUSSION.
Proceedings of the Institution of Civil Engineers (June,1982)
THE MATHEMATICAL DESIGN OF VERTICAL CURVES FOR HIGHWAYS. ROAD ENGINEERING DIVISION.
The Institution of Civil Engineers Engineering Division Papers (January,1942)
NOTE ON THE PRESSURE OF GRAIN.
Minutes of the Proceedings of the Institution of Civil Engineers (January,1899)

Related Chapters

Rainfall-induced slope failure considering variability of soil properties
Risk and Variability in Geotechnical Engineering
Slope stability
ICE Manual of Geotechnical Engineering, Second edition, Volume I
Covered Way 126—Safeguarding a Brittle Structure over a Live Railway during Ground Movements
Crossrail Project: Infrastructure design and construction

Recommended for you

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

Cited By

Google Scholar
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal