Design of Small Dams |
Contents
48 | |
54 | |
64 | |
71 | |
87 | |
89 | |
103 | |
126 | |
137 | |
146 | |
153 | |
159 | |
162 | |
169 | |
170 | |
188 | |
190 | |
194 | |
200 | |
207 | |
213 | |
214 | |
219 | |
231 | |
234 | |
247 | |
258 | |
260 | |
266 | |
273 | |
327 | |
336 | |
341 | |
347 | |
353 | |
363 | |
372 | |
377 | |
382 | |
423 | |
431 | |
438 | |
444 | |
448 | |
454 | |
461 | |
468 | |
497 | |
498 | |
504 | |
505 | |
511 | |
515 | |
517 | |
523 | |
539 | |
597 | |
600 | |
606 | |
607 | |
Other editions - View all
Common terms and phrases
abutment aggregate ANDESITE borrow pits Bureau of Reclamation cement clay coefficient compacted computed concrete conduit construction contracting authority core crest critical depth culvert curve cutoff trench dam embankment density deposits depth determined diameter discharge downstream drain drainage drilling earthfill dam elevation embankment engineering equation excavation feet fill filter flow Froude number gate geologic grout head head loss hole horizontal hydraulic hydraulic jump inches inlet joints layer length liquid limit load loess loss maps material maximum ment method minimum obtained ogee outlet percent permeability pervious foundation pipe placed pressure rainfall ratio reservoir water riprap rock rockfill runoff samples sand and gravel second-feet seepage shown in figure silt siphon small dams soil Soil Classification specific spillway stilling basin storage stream structure Supercritical flow tailwater thickness tion tunnel unit price upstream face upstream slope values velocity vertical water content water surface weight width