General Hydraulics

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Typical Design Equations: Hazen-Williams Darcy-WeisbachHazen Williams Equation:S = (10.67Q 1.85 )/(C 1.85 D 4.87 )whereS = head loss (m/m)Q = Flow (m3/s)C = Roughness CoefficientD = pipe inside diameter (m)
Page 1 and 2: SAWEA Workshop 2010Innovative Water
Page 4 and 5: Select pipe sizes and fittings for
Page 6 and 7: Q = VAwhereQ = flow rate (m/s)V = a
Page 8 and 9: Water has energy, namely Potential
Page 10 and 11: Energy is lost in piping systems du
Page 12: and for pressurized pipe systems:HG
Page 15: Typical Values:Steel 0.010Cast Iron
Page 19 and 20: Used for analysis of pipe flow andp
Page 22 and 23: Energy 1 = Energy 2 V 12 /2g + p 1
Page 24: Open channel flow measurement Flow
Page 27 and 28: Frictionhead• Static head consist
Page 29 and 30: • Relationship between head and f
Page 31 and 32: • Cavitation or vaporization: bub
Page 33 and 34: ∆P = rc∆v/gwherer = fluid densi
Page 35 and 36: H fluctuates atany givenpoint after
Page 38 and 39: Why computer model?Reduces timeMore
Page 40 and 41: Data Sources Geographic information
Page 42 and 43: HartfordConnecticut(MDC)ExampleMana
Page 44 and 45: Main Uses of CWD’s Hydraulic Mode
Page 46 and 47: CFD Modeling Provides Insight on Wa
Page 48 and 49: Impact of System Upgrades Assessedw
Page 50 and 51: Automated Tools Used to Develop Flu
Page 52: Work Planning Integration Objective

General Hydraulics

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