Research Article
May 1976

Wave Forces on Vertical Circular Cylinder

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 102, Issue 2

Abstract

The test is conducted at low values of Reynolds number (<3 × 104). The measured data are analyzed to calculate the hydrodynamic coefficients in the form of inertia, drag, and lift coefficients. The values obtained from the 1-ft (0.305-m) sections are used to correlate the measured force data on the entire tube. The coefficients are found to correlate well with the period parameter which follows Froude scale. Resultant forces are found to be as much as 60% higher than the in-line force. The lift coefficients are calculated up to the fifth harmonic and are represented as functions of period parameter. The frequencies of the lift force are found to have a definite trend with the number of eddies formed depending on the period parameter. Dependence on the period parameter makes scaling to other (e.g.,prototype) sizes relatively straightforward, except for the uncertainty of flow effects from the subcritical (e.g., in the test) to the supercritical (e.g., in the prototype) Reynolds number range.

Get full access to this article

View all available purchase options and get full access to this article.

Information & Authors

Information

Published In

Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 102Issue 2May 1976
Pages: 203 - 221

History

Published in print: May 1976
Published online: Feb 12, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Subrata K. Chakrabarti, M.ASCE
Head, Analytical Group, Marine Research and Development, Chicago Bridge & Iron Co., Plainfield, Ill.
Allan L. Wolbert
Mgr., Marine Computer Facilities, Chicago Bridge & Iron Co., Plainfield, Ill.
William A. Tam
Dir. of Marine Research and Development, Chicago Bridge & Iron Co., Plainfield, Ill.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share