Chapter
Apr 26, 2012
Stability of Rounded Riprap in Overtopping Flow
Authors: Craig M. Ullmann and Steven R. AbtAuthor Affiliations
Publication: Building Partnerships
Abstract
Riprap design procedures often stipulate the use of angular shaped stone materials. However, angular shaped riprap materials are not always available nor economically feasible at all construction locales. Alluvial materials are often available at remote locations that yield relatively high quality materials, but the rock is usually rounded in shape. Currently, the stability of rounded riprap compared to angular riprap is unknown. A physical testing program was performed subjecting rounded rock to overtopping flow. Soil embankments 76 cm in height with slopes of 20%, 25%, and 30% were constructed in a recirculating flume. A geotextile was placed atop of the embankment, followed by a shallow (6 cm) filter/bedding material layer. Rounded riprap with median stone sizes of 2.4 to 9.9 cm (0.94 to 3.9 inches) was placed in layer thicknesses of 1.5 to 3 times the median stone size on the bedding. Flow was conveyed over 12 test configurations and slowly increased until the rock layer integrity was disrupted. The data analysis yielded a procedure through which the stable median rock size may be determined as a function of the degree of roundness, rock uniformity, slope, and unit discharge.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2000 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
Craig M. Ullmann
Graduate Research Assistant, Department of Civil Engineering, Colorado State University, Fort Collins, CO 80523
Steven R. Abt
Professor, Department of Civil Engineering, Colorado State University, Fort Collins, CO 80523
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.
Cited by
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 Item saved, go to cart 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.
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.
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 Item saved, go to cart 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.
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.