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dc.contributor.authorRuff, J. F.
dc.date.accessioned2022-08-11T18:09:34Z
dc.date.available2022-08-11T18:09:34Z
dc.date.issued1965-12
dc.descriptionCER65JFR62.
dc.descriptionDecember 1965.
dc.descriptionPrepared for Wright-McLaughlin Engineers.
dc.description.abstractThis report describes a hydraulic model study of the intake to the 12-foot diameter conduit for the Harvard Gulch Flood Control Project, Design of an intake to provide a discharge of about 2100 cfs at an upstream water surface elevation of 128.7, to limit the flow at elevations above 128.7, and to accelerate the water to the uniform flow velocity in the conduit for the large discharges was the primary object of this study. A discharge rating curve for the intake is provided in Fig. 12. Flow conditions through the transition were satisfactory for all discharges. An air went should be provided in the conduit at a distance of 40 feet to 80 feet downstream from the transition, The exact location to be determined from the general location of the intake in relation to Logan Street. Velocity profiles in the conduit indicate that no u usual conditions prevail. The model construction tests and conclusions and recommendations are described in this report.
dc.format.mediumreports
dc.identifier.urihttps://hdl.handle.net/10217/235550
dc.languageEnglish
dc.publisherColorado State University. Libraries
dc.publisher.originalEngineering Research Center, Colorado State University
dc.relationCatalog record number (MMS ID): 991012686499703361
dc.relationTA7.C6 CER 65-62
dc.relation.ispartofCivil Engineering Reports
dc.relation.ispartofCER, 65-62
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.lcshFlood control -- Colorado
dc.subject.lcshIntakes (Hydraulic engineering)
dc.subject.lcshHydraulic models
dc.titleFinal report of Harvard Gulch flood control project, conduit intake
dc.typeText


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