02620nam 2200589 a 450 991045396400332120200520144314.01-282-07436-9978661207436381-224-2703-0(CKB)1000000000719024(EBL)424098(OCoLC)437109981(SSID)ssj0000672808(PQKBManifestationID)11367955(PQKBTitleCode)TC0000672808(PQKBWorkID)10635537(PQKB)11072338(MiAaPQ)EBC424098(Au-PeEL)EBL424098(CaPaEBR)ebr10318660(CaONFJC)MIL207436(EXLCZ)99100000000071902420091010d2006 uy 0engur|n|---|||||txtccrHydraulic design tables for pipelines, sewers and drainage lines[electronic resource] relating head loss v/s power loss /J.N. JoshiNew Delhi New Age International (P) Ltd., Publishers20061 online resource (96 p.)Description based upon print version of record.81-224-1867-8 section 1. Pipes flowing under pressure tables for discharge and loss of head and power -- section 2. Pipes flowing full under gravity tables for discharge and gradients required -- section 3. Hydraulic parameters of pipes flowing partially full.About the Book: The Book is basically a hydraulic design aid for selection to diameter of pipe and/or deciding gradient of the pipeline to convey water from one place to the other economically. The novel feature of the book is that it highlights the power wasted in overcoming resistance due to friction offered by the surface of pipe in contact with the water. A judicious selection of right size of pipe diameter can save even up to 90% of the power used in transmission of water. The book also helps select appropriate gradient of the pipe line to convey a designed flow through pipe flowing unPipeHydrodynamicsTablesDrainage pipesDesignTablesSewer designTablesElectronic books.PipeHydrodynamicsDrainage pipesDesignSewer design628.1/44Joshi J. N918855MiAaPQMiAaPQMiAaPQBOOK9910453964003321Hydraulic design tables for pipelines, sewers and drainage lines2060801UNINA