Chapter
Apr 26, 2012

Physical Model Tests of Bowthruster Impacts to Armored Slopes

Publication: Ports 2010: Building on the Past, Respecting the Future

Abstract

Protection of revetments under wharves against scour related to bowthrusters is becoming increasingly important and more difficult to achieve as the container vessels become larger with each new class of vessel. The associated larger and more powerful bowthrusters increase the potential for damage to the armor protecting the slope. Existing analytical techniques for armor requirements are limited when addressing the impacts associated with this larger generation of bowthrusters. The primary focus of this study was to evaluate revetment armor stability related to the latest generation of bowthrusters. This was accomplished using a relatively large scale physical model of both single and dual bowthruster configurations at various elevations and distances to the armored slope. Two armor sizes and two slope angles were tested. Several significant observations were made during the model test program. The most significant result was the higher velocities of the bowthruster-induced jet with distance from the vessel hull was more than suggested in the literature. An additional significant result was the flow field resulting from dual bowthrusters. Based on detailed velocity profiles it is apparent that dual bowthruster velocity fields tend to remain generally separate for each thruster in terms of the maximum velocities, at least over the distances tested. This leads to substantially smaller velocities for dual thrusters than would be predicted with superposition of the velocity fields as suggested in the literature. The model test results suggest that the armor stone stability should be based on essentially no movement of the armor stone. This conclusion was based on the results of tests where bursts from the thrusters were repeated many times. These tests resulted in progressive cumulative damage once there was any movement to the armor stone at a given velocity. This suggests a lower velocity threshold than would typically be used in other areas of a port where damage repair is easier and damaging events are more random, thereby allowing a damage risk factor to be used in sizing the armor. This lower velocity threshold resulted in somewhat higher stability coefficients when compared to suggested values.

Get full access to this article

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

Information & Authors

Information

Published In

Go to Ports 2010
Ports 2010: Building on the Past, Respecting the Future
Pages: 11 - 20

History

Published online: Apr 26, 2012

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

David Dykstra [email protected]
Moffatt & Nichol, 3780 Kilory Airport Way, Suite 600, Long Beach, CA 90807;. E-mail: [email protected]
Paul Tschirky [email protected]
Moffatt & Nichol, 1616 East Millbrook Road, Suite 160, Raleigh, NC 27609. E-mail: [email protected]
Jeff Shelden [email protected]
Moffatt & Nichol, 1616 East Millbrook Road, Suite 160, Raleigh, NC 27609. E-mail: [email protected]
Andrew Cornett [email protected]
Canadian Hydraulic Center, National Research Council of Canada, Ottawa, K1A 0R6, Canada. E-mail: [email protected]

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 Paper
$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 Paper
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share