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HYDRAULICS OF PRECAST CONCRETE CONDUITS ... - Humes

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<strong>HYDRAULICS</strong> <strong>OF</strong> <strong>PRECAST</strong> <strong>CONCRETE</strong> <strong>CONDUITS</strong>SECTION 44.9 REFERENCES[4.1] “Urban Road Design Manual” Vol.2 - 1975,Main Roads Department Queensland.[4.2] “Pressure Changes at Storm Drain Junctions”,W.H. Sagster, H.W. Wood, E.T. Smedon andH.C. Bossy. Engineering Series Bulletin No 1,University of Missouri.[4.3] “Concrete Pipe Handbook” (1980 AmericanConcrete Pipe Association).[4.4] “Urban Surface Drainage Design”J.R. Argue, ARRB Regional Symposium,Perth 1979.[4.5] “Gutter Pavement Flow Relationships forRoadway Channels of Moderate or SteepGrade,” W.P. Clarke, P.J. Strode, J.R. Argue,Institute of Technology, South Australia. S.A.Local Government Engineers Conference 1981[4.6] “Stormwater Drainage Design Procedure, theirefficacy in relation to recent technological advance”B.C. Tonkin, P.k. Read, R.l. Williams. LocalGovernment Engineering Conference,August 1981.[4.7] “Road Design Manual”Country Roads Board - Victoria 1974[4.8] ASCE - Manuals and Reports on EngineeringPractice - No.37. “Design and Construction ofSanitary and Storm Sewers”, New York, 1970.Page 52

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