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DESCRIPTION OF STRUCTURES AND REPAIRS
CONCLUSIONS AND RECOMMENDATIONS
6 other sections not shown
abrasion abrasion-erosion loss abrasion-erosion resistance AIR CONTENT anchor bars approximately apron average batch bond bucket COARSE AGGREGATE coating cofferdam compressive strength concrete containing concrete surface conduits construction joints conventional concrete crete CRO-C debris discharge District diver inspection Dworshak Dam end sill epoxy mortar eroded areas erosion erosion damage fiber concrete fiber-reinforced concrete fibrous concrete floor slab flow ft high ft long ft wide gravel grout holes hydraulic hydraulic jump indicated Kinzua Dam Libby Dam limestone located material maximum depth mixed mixture proportions modules monolith monomer operation outlet overlay slab percent placed placement polymer concrete Portland cement pumped reinforcing steel removed Report riprap River rock row of baffles sand slope sluice specimens spillway stilling basin Figure stilling basin floor stilling basin slab structure tailwater tainter gates tion training wall transition slab underwater upstream velocity Walla water-cement ratio