Case Study: Numerical Evaluation of Hydraulic Transients in a Combined Sewer Overflow Tunnel System

Journal of Hydraulic Engineering

Volumn 133, Issue 10, 2007, Pages 1103-1110

  Politano, M ^a   Odgaard, A J ^a   Klecan, W ^b  

^a UNIVERSITY OF IOWA   (United States)

^b HATCH MOTT MACDONALD   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ATLANTA; BACK FLOW; CASE-STUDIES; COMBINED SEWER OVERFLOWS; DESIGN ALTERNATIVES; DYNAMIC TRANSIENTS; FLOODINGS; HYDRAULIC TRANSIENTS; PRESSURE OSCILLATION; STORM EVENTS;

STORMS; SEWER TUNNELS;

COMPUTER SIMULATION; DRAINAGE; FLOODS; HYDRAULIC STRUCTURES; MATHEMATICAL MODELS; PIPE FLOW; PRESSURIZATION;

COMBINED SEWER OVERFLOW; HYDRAULIC TRANSIENTS; PIPE-FILLING BORE; SEWER OVERFLOW TUNNEL SYSTEM;

COMPUTER SIMULATION; DRAINAGE; FLOODS; HYDRAULIC STRUCTURES; MATHEMATICAL MODELS; PIPE FLOW; PRESSURIZATION; SEWER TUNNELS;

DRAINAGE; NUMERICAL MODEL; SEWER NETWORK; TRANSIENT FLOW; TUNNEL;

ATLANTA; GEORGIA; NORTH AMERICA; UNITED STATES;

EID: 34648851415     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2007)133:10(1103)     Document Type: Article

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