MARC Record from marc_columbia

LEADER: 02879fam a2200337 a 4500
001 1576101
005 20220608192411.0
008 940909s1994 enkab b 001 0 eng
010 $a 94024469
020 $a0080419186
035 $a(OCoLC)31328258
035 $a(OCoLC)ocm31328258
035 $9AKG6778CU
035 $a(NNC)1576101
035 $a1576101
040 $aDLC$cDLC$dDLC$dNNC$dOrLoB$dOrLoB
050 00 $aTC555$b.C46 1994
082 00 $a627/.883$220
100 1 $aChanson, Hubert.$0http://id.loc.gov/authorities/names/n94087104
245 10 $aHydraulic design of stepped cascades, channels, weirs, and spillways /$cby Hubert Chanson.
250 $a1st ed.
260 $aOxford, OX, England ;$aTarrytown, N.Y., U.S.A. :$bPergamon,$c1994.
300 $axxix, 261 pages :$billustrations, maps ;$c24 cm
336 $atext$btxt$2rdacontent
337 $aunmediated$bn$2rdamedia
500 $aErrata slip inserted.
504 $aIncludes bibliographical references (p. 210-229) and index.
505 2 $a1. Introduction. 1.1. Presentation. 1.2. Applications. 1.3. Flow regimes. 1.4. Air entrainment on stepped chutes -- 2. History of stepped channels and weirs. 2.2. History of stepped chutes. 2.3. Ancient irrigation canal systems -- 3. Nappe flow regime. 3.2. Hydraulic characteristics of nappe flows. 3.3. Energy dissipation. 3.4. Air entrainment in nappe flow regime. 3.5. Design of chutes with nappe flow regime -- 4. Skimming flow regime (1) - Hydraulics of skimming flows. 4.2. Onset of skimming flow. 4.3. Boundary layer growth. 4.4. Uniform flow conditions. 4.5. Flow resistance. 4.6. Velocity distribution -- 5. Skimming flow regime (2) - Energy dissipation. 5.1. Presentation. 5.2. Head loss calculations. 5.3. Residual energy. 5.4. Discussion -- 6. Air-water gas transfer on stepped chutes. 6.2. Prediction of air-water gas transfer. 6.3. Nappe flow regime. 6.4. Skimming flow regime. 6.5. Discussion : comparison between nappe and skimming flows -- 7. Design of stepped channels and chutes.
505 8 $a7.2. Design of stepped fountains. 7.3. Concrete stepped spillways and weirs. 7.4. Gabion stepped weirs and chutes. 7.5. Earth dam spillway with precast concrete blocks. 7.6. Timber dams and crib dams. 7.7. Debris dams -- 8. Accidents, failures and safety of the design. 8.1. Presentation. 8.2. Failures and accidents. 8.3. Safety features for stepped channels. 8.4. Discussion -- 9. Conclusion -- Appendix A - Nappe flow trajectory at a drop structure -- Appendix B - Physical and chemical properties of fluids -- Appendix C - Bubble size calculations at inclined plane liquid jets -- Appendix D - Modelling air-water gas transfer in skimming flows -- Appendix E - Unit conversions -- Appendix F - Corrections.
650 0 $aSpillways$xDesign and construction.$0http://id.loc.gov/authorities/subjects/sh85126647
852 00 $boff,eng$hTC555$i.C46 1994