What people are saying - Write a review
We haven't found any reviews in the usual places.
access shaft adit amount APPENDIX approximately backfill basalt BASE borrow area bottom cement Changes channel chute columnar completed concrete consists construction contained contract contractor cost covered crest Crooked River cubic feet cutoff CYLINDER depth designed diversion DOME downstream drilled Electric elevation embankment encountered engineer equipment excavation extends face feet Figure final floor flow foot foundation Furnishing gate chamber gravel grout holes indicated inlet installed joints laboratory left abutment load located material maximum obtained October opening operations outlet percent pipe pits placed points portion pounds per square pressure Prineville Dam pump reinforcement removed Report reservoir result right abutment rock sand shown side slope specifications spillway square inch started station steel stilling basin stress structure supply surface thickness tion trench tunnel uniform unit upstream vertical walls zone
Page 70 - Officer in writing of: (1) subsurface or latent physical conditions at the site differing materially from those indicated in this contract, or (2) unknown physical conditions at the site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inhering in work of the character provided for in this contract.
Page 126 - Stresses were determined using the general theory of cylindrical and hemispherical shells in which the thickness of the shell is small compared to the radius of the cylinder or hemisphere. In the present analysis, thicknesses of 0.15R and 0.20P were used. With wall dimensions of these magnitudes, the usual "membrane...