Research Article
May 1978
Critical Flow in Rivers with Flood Plains
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 104, Issue 5
Abstract
Problems with the two existing critical flow computation procedures are examined, and a simplified method is proposed for composite section channels. Existing methods, which are based on the minimum in the specific energy curve, can result in two major problems. The first one is that excessively high flow depths may be defined as critical. The second problem is that more than one minimum in the specific energy curve can occur; i.e., more than one flow depth may be defined as critical for a given discharge. The proposed method defines critical depth as the level where the discharge weighted Froude number is equal to 1.00. Example computations are carried out for a river and flood plain case. They illustrate the proposed computation procedure and compare the results obtained by the three methods of analysis.
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 Hydraulics Division
Volume 104 • Issue 5 • May 1978
Pages: 583 - 594
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: May 1978
Published online: Feb 3, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Sylvester Petryk, AM.ASCE
Sr. Hydr. Engr., Lalonde, Girouard, Letendre and Assocs., Montreal, Quebec, Canada
Edgar U. Grant, AM.ASCE
Design Engr., City of Tallahassee, Fla., USA
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.