Flood control effects of headwater reservoirs: Trinity River, Texas

Simple item page
dc.acquisition-srcDownloaded from-Engineering Village 2en_US
dc.call-noen_US
dc.contract-noen_US
dc.contributor.authorBeard LRen_US
dc.contributor.authorChang Sen_US
dc.contributor.otheren_US
dc.date.accessioned2010-02-15T17:15:52Z
dc.date.available2010-02-15T17:15:52Z
dc.date.issued1979en_US
dc.degreeen_US
dc.description132-en_US
dc.description-otheren_US
dc.description.abstractThe objectives of the study described are to evaluate the effects of the headwater reservoirs on flood control operation, water yield, and sediment load at the Corps of Engineers reservoirs. The cross section view of a floodwater retarding structure is presented. Drainage areas controlled by these structures are mostly in the range of one to five square miles. Discharges through the principal spillway will be weir flow for water levels up to about two feet above the crest of the principal spillway and will be pressure flow for higher water levelsen_US
dc.description.urihttp://gbic.tamug.edu/request.htmen_US
dc.historyen_US
dc.identifier.urihttp://hdl.handle.net/1969.3/23270
dc.latitudeen_US
dc.locationen_US
dc.longitudeen_US
dc.notesCompilation and indexing terms, Copyright 2004 Elsevier Engineering Information, Incen_US
dc.placeen_US
dc.publisheren_US
dc.relation.ispartofseries50855.00en_US
dc.relation.urien_US
dc.scaleen_US
dc.seriesen_US
dc.subjectEngineersen_US
dc.subjectFLOOD CONTROLen_US
dc.subjectHYDRAULIC MODELSen_US
dc.subjectRESERVOIRSen_US
dc.subjectRIVERSen_US
dc.subjectSPILLWAYSen_US
dc.subjectTexasen_US
dc.subjectWateren_US
dc.subjectWater levelsen_US
dc.titleFlood control effects of headwater reservoirs: Trinity River, Texasen_US
dc.typeJournalen_US
dc.universityen_US
dc.vol-issue(165)en_US

Files

Collections

Galveston Bay Bibliography
GBIC Abstracts (full text not available through Jack K. Williams Library)