Airslidesarecommonlyusedtotransportdryparticulatematerialsoverdistancesaslongas1km.Airis
pumpedthroughtheporousbedofthetransportchanneltofluidizethegranularmaterialandto
promotetheflowdownverysmallbedslopes.Currentdesignofairslidesisbasedonempiricaldesign
chartsandpastexperiences.Thepresentpaperisthefirstofatwo-partinvestigationofairslides.It
reviewsselectedexperimentalstudiesofairslideswiththegoalofidentifyingcharacteristicfeaturesof
these flowsthatweattempttomodelinthenumericalsimulationsdescribedinthesecondcompanion
paper.Theexperimentsof BotterillandBessant(1976) and apower-law,non-Newtonianfiniteelement
modelthatgaveagoodrepresentationofthe BotterillandBessant(1976) velocityprofilesare
described.TheMcGillfluidizedsolidschannelexperimentalsetupandtheassociatedmeasurements
carriedoutby Liot (1979) and Chan(1979) are outlined.Someoftheseresultswereinterpretedby
means ofsimple,hydraulicstypebackwateranalyses.Aswiththeusualhydraulicstypeopenchannel
flows, itwasfoundthatfullydeveloped,uniformdepth,granularairslideflowscoulddevelop.Thisis
an importantobservationanditwillbeusedasjustificationforthemethodologyemployedinthe
calculationsinthecompanionpaperwhichproceedstosimulatefullydeveloped,three-dimensional
fluidizedgranularflowsinarectangularchannel.Thedistinctivefeaturesidentifiedinthereviewofthe
airslide flowexperimentsaresummarized.
Airslidesarecommonlyusedtotransportdryparticulatematerialsoverdistancesaslongas1km.Airis
pumpedthroughtheporousbedofthetransportchanneltofluidizethegranularmaterialandto
promotetheflowdownverysmallbedslopes.Currentdesignofairslidesisbasedonempiricaldesign
chartsandpastexperiences.Thepresentpaperisthefirstofatwo-partinvestigationofairslides.It
reviewsselectedexperimentalstudiesofairslideswiththegoalofidentifyingcharacteristicfeaturesof
these flowsthatweattempttomodelinthenumericalsimulationsdescribedinthesecondcompanion
paper.Theexperimentsof BotterillandBessant(1976) and apower-law,non-Newtonianfiniteelement
modelthatgaveagoodrepresentationofthe BotterillandBessant(1976) velocityprofilesare
described.TheMcGillfluidizedsolidschannelexperimentalsetupandtheassociatedmeasurements
carriedoutby Liot (1979) and Chan(1979) are outlined.Someoftheseresultswereinterpretedby
means ofsimple,hydraulicstypebackwateranalyses.Aswiththeusualhydraulicstypeopenchannel
flows, itwasfoundthatfullydeveloped,uniformdepth,granularairslideflowscoulddevelop.Thisis
an importantobservationanditwillbeusedasjustificationforthemethodologyemployedinthe
calculationsinthecompanionpaperwhichproceedstosimulatefullydeveloped,three-dimensional
fluidizedgranularflowsinarectangularchannel.Thedistinctivefeaturesidentifiedinthereviewofthe
airslide flowexperimentsaresummarized.
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