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dc.contributor.authorMurdock, Harvey E. (Harvey Ellison), -1956
dc.contributor.authorCone, Victor M. (Victor Mann)
dc.coverage.temporal1914
dc.date1914
dc.dateundated
dc.date.accessioned2019-02-08T16:51:46Z
dc.date.available2019-02-08T16:51:46Z
dc.identifier.urihttps://hdl.handle.net/10217/194165
dc.description.abstractAnnotated draft of a professional paper: Flow over weirs with sharp crests (thin edges) and full contractions. The first page has been notated at the top-right with “V. M. Cone”. Letter from H. E. Murdock of Irrigation Investigations, Office of Experiment Stations to V. M. Cone concerning curves, the formula and data. Handwritten tables of discharge and coefficient values for Cippoletti weirs, difference in Q for error, and percentage error in discharge. Cippoletti formula and derivation notes are on the back of drawn charts.
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relationwwdl
dc.relation.isformatof19. Professional Paper, Mms. Flow over Weirs with Sharp Crests and Full Contractions. 1914, undated
dc.relation.ispartofIrrigation Research Papers. Series 1: Papers. Finding aid: https://lib2.colostate.edu/archives/findingaids/water/wirp.html
dc.sourceOriginal: Documents. 85 p.
dc.subject.lcshIrrigation engineering
dc.subject.lcshIrrigation
dc.subject.lcshIrrigation canals and flumes
dc.subject.lcshCanals
dc.subject.lcshWeirs
dc.title19. Professional Paper, Mms. Flow over Weirs with Sharp Crests and Full Contractions
dc.typeManuscript
dc.contributor.institutionUnited States. Department of Agriculture
dcterms.rights.dplaThe copyright and related rights status of this Item has not been evaluated (http://rightsstatements.org/vocab/CNE/1.0/). Please refer to the organization that has made the Item available for more information.


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