LEADER 03497nam 2200589 a 450 001 9910454455903321 005 20200520144314.0 010 $a1-281-22434-0 010 $a9786611224349 010 $a81-224-2320-5 035 $a(CKB)1000000000689395 035 $a(EBL)333141 035 $a(OCoLC)437202620 035 $a(SSID)ssj0000673692 035 $a(PQKBManifestationID)11395865 035 $a(PQKBTitleCode)TC0000673692 035 $a(PQKBWorkID)10645099 035 $a(PQKB)10865824 035 $a(MiAaPQ)EBC333141 035 $a(Au-PeEL)EBL333141 035 $a(CaPaEBR)ebr10323375 035 $a(CaONFJC)MIL122434 035 $a(EXLCZ)991000000000689395 100 $a20091007d2006 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aLaboratory work in hydraulic engineering$b[electronic resource] /$fG.L. Asawa 210 $aNew Delhi $cNew Age International (P) Ltd., Publishers$d2006 215 $a1 online resource (204 p.) 300 $aDescription based upon print version of record. 311 $a81-224-1810-4 327 $aCover; Preface; Contents; 1. Elementary Terms of Fluid Mechanics; 2. Fundamental Equations Governing Fluid Motion; 3. Open Channel Flow; 4. Basic Facilities in Hydraulic Engineering Laboratory; 5. Writing Laboratory Reports; 6. Viscometer; 7. Surface Tension; 8. Centre of Pressure; 9. Metacentric Height; 10. Bernoulli's Equation; 11. Impact of a Fluid Jet; 12. Horizontal Water Jet through an Orifice; 13. Orifice Meter; 14. Venturi Meter; 15.Triangular Weir or V-notch; 16. Viscous Flow Analogy; 17. Electrical Analogy; 18. Effect of Vorticity; 19. Forced Vortex Flow 327 $a20. Flow through Porous Medium21. Stokes' Law; 22. Transition from Laminar to Turbulent Flow; 23. Velocity Distribution in Pipes; 24. Frictional Head Loss in Smooth and Rough Pipes; 25. Minor Losses in a Pipeline; 26. Bend Meter; 27. Boundary Layer over a Flat Plate; 28. Drag Around a Cylinder; 29. Uniform Flow in a Channel; 30. Velocity Distribution in a Channel; 31. Vertical Contraction in a Channel; 32. Horizontal Contraction in a Channel; 33. Broad-Crested Weir; 34. Hydraulic Jump; 35. Free Overfall; 36. Horizontal Expansion in a Channel; 37. Reservoir Flood Routing 327 $a38. Submerged Hydraulic Jump39. Forced Hydraulic Jump; 40. Vertical Fall; 41. Ogee (Overfall) Spillway; 42. Sediment Distribution at Offtakes; 43. Scour around Spurs 330 $aIn almost all technical institutions of learning, the laboratory work in any subject runs concurrently with the course in theory of the subject. Consequently, the students perform the laboratory work mechanically without intellectual involvement in the work. It is, therefore, necessary that the students, before conducting the experimental work, are familiarized with elementary theoretical and other aspects relevant to the experimental work. This book is an attempt to serve this objective for the subject of hydraulic engineering. 606 $aEngineering laboratories 606 $aHydraulic engineering 608 $aElectronic books. 615 0$aEngineering laboratories. 615 0$aHydraulic engineering. 676 $a627 700 $aAsawa$b G. L$0905191 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910454455903321 996 $aLaboratory work in hydraulic engineering$92048047 997 $aUNINA LEADER 00982nam0 22002651i 450 001 UON00343269 005 20231205104306.846 100 $a20091105d1954 |0itac50 ba 101 $aeng 102 $aGB 105 $a|||| 1|||| 200 1 $aˆThe ‰Imperial Theme$fby G. Wilson Knight 210 $aLondon$cMethuen & Co$d1954 215 $axiii, 367 p.$d22 cm. 606 $aShakespeare William$3UONC038333$2FI 620 $aGB$dLondon$3UONL003044 676 $a822.33$cLetteratura drammatica inglese. William Shakespeare$v21 700 1$aKNIGHT$bGeorge Wilson$3UONV192406$0299894 712 $aMethuen & Co.$3UONV247855$4650 801 $aIT$bSOL$c20250704$gRICA 899 $aSIBA - SISTEMA BIBLIOTECARIO DI ATENEO$2UONSI 912 $aUON00343269 950 $aSIBA - SISTEMA BIBLIOTECARIO DI ATENEO$dSI Angl II SHA 3 c KNI $eSI MR 55601 5 996 $aImperial theme$9173134 997 $aUNIOR