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Hydraulic Model Study of the Market Avenue Retention Basin (MARB)
Richard L. Jr. Voigt, Julie A. Tank
St. Anthony Falls Laboratory
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Keyphrases
Assessment Process
16%
Baffle Arrangement
16%
Baffle Design
33%
Chlorine
16%
Chlorine Disinfection
16%
Combined Sewer
16%
Combined Sewer Overflow
16%
Contact Time
33%
Design Flow
16%
Disinfection
33%
Disinfection Chambers
16%
Effluent
16%
Existing Facilities
33%
Hydraulic Efficiency
16%
Hydraulic Model
100%
Michigan
16%
Operating Range
16%
Outfall
16%
Physical Model Study
16%
Pumping Rate
16%
Pumping Station
16%
Residence Time
16%
Retention Basin
100%
Secondary Sedimentation
16%
Sedimentation Basin
33%
Storm Events
16%
Sump
33%
Video Presentation
16%
Engineering
Combined Sewers
33%
Contact Time
33%
Design Flow
16%
Disinfection
66%
Engineering
16%
Experimental Run
16%
Hydraulics
16%
Hydraulics Model
100%
Illustrates
16%
Million Gallon
16%
Operating Range
16%
Outfalls
16%
Physical Model
16%
Pumping Station
16%
Result Section
16%
Retention Basin
100%
Earth and Planetary Sciences
Effluent
50%
Michigan
50%
Sedimentation Basin
100%
Storm
50%