HYDRAULICS OF PRECAST CONCRETE CONDUITS ... - Humes

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HYDRAULICS OF PRECAST CONCRETE CONDUITSSECTION 11.6 REFERENCES[1.1] Developments in Water Science Vol. 6 “PipelineDesign for Water Engineers”. By David Stephenson.Elsevier 1976.[1.2.] Australian Standard 2200-1978. “Design Charts forWater Supply and Sewerage”.[1.3.] C.F. Colebrook “Turbulent Flow in Pipes with ParticularReference to the Transition Region between theSmooth and Rough Pipe Laws”. J. Inst. Civ. Eng. 1939Vol.11 PP 133-156.[1.4.] “Resistance to flow in two types of concrete pipe”.Lorenz G. Straub, Charles E. Bowers and Meir Puch.St. Anthony Falls Hydraulic Laboratory. TechnicalPaper No.22 Series B. 1960.[1:5.] “Hydraulik”. A.E. Bretting (In Danish) Copenhagen1960 P241.[1.6.] “Hydraulics of Open Channels”. B.A. Bakhmeteff.Engineering Societies Monograph, McGraw-Hill BookCo. 1932.[1.7.] “Water Hammer – Problems and Solutions”. B.B.Sharp, Edward Arnold, 1981.[1.8.] “Water Hammer Analysis”, J. Parmakian, Dover,1963.[1.9.] “Water Hammer in Pumping Systems”, B.B. Sharpand H.R. Graze, Pump Technical Congress, A.P.M.A.,University of Melbourne, Nov.1980.Page 19
HYDRAULICS OF PRECAST CONCRETE CONDUITSSECTION 22. STORMWATER RUNOFF2.1 INTRODUCTION2.2 RAINFALL2.2.1 FREQUENCY2.2.2 POINT MEASUREMENT OF RAINFALL APPLIED TO AN AREA2.3 PEAK FLOW FORMULA2.3.1 COEFFICIENT OF RUNOFF2.3.2 TIME OF CONCENTRATION2.3.3 LIMITATIONS TO PEAK FLOW FORMULA2.3.4 TANGENT CHECK2.4 EXAMPLES2.4.1 URBAN CATCHMENT2.4.2 RURAL CATCHMENT2.4.3 LARGE CATCHMENT2.5 REFERENCESPage 20
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HYDRAULICS OF PRECAST CONCRETE CONDUITS ... - Humes

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