Effect of porosity and particle shape and diameter on hydraulic conductivity of sands and gravels

dc.contributor.author	Kiefer, Fred W., author
dc.contributor.author	Peterson, Dean F., author
dc.contributor.author	Department of Civil Engineering, Colorado A&M College, publisher
dc.date.accessioned	2017-07-24T15:27:08Z
dc.date.available	2017-07-24T15:27:08Z
dc.date.issued	1953-07
dc.description	CER53FWK15.
dc.description	Includes bibliographical references (page 19).
dc.description	July 1953.
dc.format.medium	reports
dc.identifier.uri	https://hdl.handle.net/10217/182791
dc.language	English
dc.language.iso	eng
dc.publisher	Colorado State University. Libraries
dc.relation	Catalog record number (MMS ID): 991012973999703361
dc.relation	TA7.C6 CER 53-15
dc.relation.ispartof	Civil Engineering Reports
dc.relation.ispartof	CER, 53-15
dc.rights	Copyright 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	Soil permeability
dc.subject	Darcy's law
dc.title	Effect of porosity and particle shape and diameter on hydraulic conductivity of sands and gravels
dc.type	Text
dcterms.rights.dpla	This 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).

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