Improved Simulation of Flow Regime Transition in Sewers: Two-Component Pressure Approach

Journal of Hydraulic Engineering

Volumn 132, Issue 6, 2006, Pages 553-562

  Vasconcelos, Jose G ^a   Wright, Steven J ^a   Roe, Philip L ^a  

^a University of Michigan   (United States)

Author keywords

Open channel flow; Pipes; Sewers; Simulation; Transient flow

Indexed keywords

HYDROSTATIC PRESSURE; INCOMPRESSIBLE FLOW; OPEN CHANNEL FLOW; SEWERS; COMPUTER SIMULATION; MATHEMATICAL MODELS; PIPE FLOW; UNSTEADY FLOW;

COMPONENT PRESSURE; FLOW EQUATIONS; FLOW REGIMES TRANSITIONS; OPEN-CHANNEL FLOW; OPERATIONAL PROBLEMS; OPERATIONAL SYSTEMS; SHOCK-CAPTURING; SIMULATION; TRANSIENT FLOW; TWO-COMPONENT;

NUMERICAL MODELS; COMBINED SEWERS;

FLOW MODELS; FLOW REGIME TRANSITION; PIPE WALLS; PRESSURIZED FLOW;

COMBINED SEWERS; COMPUTER SIMULATION; HYDROSTATIC PRESSURE; INCOMPRESSIBLE FLOW; MATHEMATICAL MODELS; OPEN CHANNEL FLOW; PIPE FLOW; UNSTEADY FLOW;

HYDROSTATIC PRESSURE; NUMERICAL MODEL; OPEN CHANNEL FLOW; PIPE FLOW; SEWER NETWORK; TRANSIENT FLOW;

EID: 33646673865     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2006)132:6(553)     Document Type: Article

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