Accession Number : AD0761721
Title : Eufaula Dam Spillway Canadian River, Oklahoma: Hydraulic Model Investigation.
Descriptive Note : Technical rept. Oct 58-Oct 59,
Corporate Author : ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MISS
Personal Author(s) : Brasfeild,C. W. ; Kestenbaum,C. C. ; Maschmeier,E. C. ; Rooke,A. D. , Jr. ; Conway,J. A.
Report Date : JUL 1961
Pagination or Media Count : 34
Abstract : Model tests of the spillway for Eufaula Dam were concerned with the study of pressures on the underdesigned spillway crest and development of a safe and economical stilling basin design. Tests were conducted in a 1:36-scale section model that reproduced two spillway gate bays plus adjacent half bays and a corresponding width of the stilling basin. Realignment of the upstream portion of the spillway crest resulted in improved pressure conditions of maximum head (39.7 ft); for design head (30 ft) pressures were about zero atmospheric. Head-discharge relations established from model data agreed closely with computed values.
Descriptors : (*DAMS, *HYDRAULIC MODELS), MODEL TESTS, STRUCTURES, FLUID FLOW, TEST METHODS, PRESSURE, OKLAHOMA
Subject Categories : Civil Engineering
Distribution Statement : APPROVED FOR PUBLIC RELEASE