Repository logo
 

Studies of flow in alluvial channels: WSP 1948, chapter, some properties of water-clay dispersions and their effect on flow

dc.contributor.authorSimons, Daryl B., author
dc.contributor.authorRichardson, E. V. (Everett V.), 1924-, author
dc.contributor.authorHaushild, W. L., author
dc.contributor.authorColorado State University, publisher
dc.date.accessioned2019-07-09T17:15:49Z
dc.date.available2019-07-09T17:15:49Z
dc.date.issued1961-08
dc.descriptionCER61DBS50.
dc.descriptionIncludes bibliographical references (pages 43-44).
dc.descriptionAugust 1961.
dc.description.abstractFine material (bentonite and kaolin clays) dispersed in water have a very definite affect on the viscosity and specific weight of the fluid. Tests at 24 degrees centigrade, with a Stormer viscosimeter showed that the apparent kinematic viscosity for a ten percent by weight water-clay dispersion of bentonite was 8.75 times greater than that of clear water and kaolin was 1.40 times greater. The change in viscosity and density of the fluid changes the fall velocity of the bed material. The affect of fine material on the fall velocity of the bed material can be determined, as a first approximation, with the visual accumulation tube apparatus by using water-clay dispersions as the sedimentation liquid. The results from visual accumulation analyses are comparable to those obtained by computation using the Reynolds number, drag relation and the viscosity of the water-clay dispersion as obtained from the Stormer viscosimeter. Experiments conducted in flumes at Colorado State University demonstrated that when changes in fall velocity, caused by the changes in fluid properties, occurred the form of bed roughness was altered. Resistance to flow and sediment transport, because they are dependent on the form of bed roughness, were appreciably affected.
dc.format.mediumtechnical reports
dc.identifier.urihttps://hdl.handle.net/10217/195686
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relationCatalog record number (MMS ID): 991012230659703361
dc.relationTA7.C6 CER 61-50
dc.relation.ispartofCivil Engineering Reports
dc.relation.ispartofCER, 61-50
dc.rightsCopyright and other restrictions may apply. User is responsible for compliance with all applicable laws. For information about copyright law, please see https://libguides.colostate.edu/copyright.
dc.subject.lcshStream measurements
dc.subject.lcshAlluvial streams
dc.subject.lcshFluid dynamics
dc.titleStudies of flow in alluvial channels: WSP 1948, chapter, some properties of water-clay dispersions and their effect on flow
dc.title.alternativeSome properties of water-clay dispersions and their effect on flow
dc.typeText
dcterms.rights.dplaThis Item is protected by copyright and/or related rights (https://rightsstatements.org/vocab/InC/1.0/). You are free to use this Item in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s).

Files

Original bundle
Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
CERF_61_50.pdf
Size:
20.26 MB
Format:
Adobe Portable Document Format
Description: