Total Coliform Removal Efficiency in Slow Sand Filter

dc.contributor.authorAdhikari, Arjun
dc.date.accessioned2022-01-30T06:05:46Z
dc.date.available2022-01-30T06:05:46Z
dc.date.issued2016-04
dc.descriptionSlow sand filtration is an ideal technology for developing country’s drinking water treatment options.en_US
dc.description.abstractSlow sand filtration is an ideal technology for developing country’s drinking water treatment options. Slow sand filter is a simple option to remove the microorganisms as well as turbidity and the study was to demonstrate the total coliform removal efficiency in slow sand filter using coarse sand. This research work was carried out by developing a 0.22 m*0.22 m*2.75 m fiber glass filter model and set up at Institute of Engineering. During the study different parameters like total coliform, turbidity, pH, temperature, discharge and head loss developed on the filter were analyzed in three cycles of filter run. Total coliform removal efficiency varied from 35.9% to 100% .Total coliform removal efficiency was dependent with Hydraulic loading rate as the efficiencies were 99.58%, 97.34%, 95.45%, 90.32%, and 89.81% for HLR <0.1m/hr., HLR 0.1 m/hr. – 0.2 m/hr., HLR 0.2 m/hr. – 0.3 m/hr., HLR 0.3 m/hr. – 0.4 m/hr., and HLR >0.4 m/hr. respectively. With proper operation of slow sand filter upto influent turbidity of 50 NTU, water becomes drinkable with effluent water turbidity below 5 NTU, total coliform removal upto 100% and pH also within the limit of National Drinking Water Quality Standards, 2005.en_US
dc.identifier.citationMASTER OF SCIENCE IN ENVIRONMENTAL ENGINEERINGen_US
dc.identifier.urihttps://hdl.handle.net/20.500.14540/7817
dc.language.isoenen_US
dc.publisherPulchowk Campusen_US
dc.subjectTechnologyen_US
dc.subjectTreatmenten_US
dc.titleTotal Coliform Removal Efficiency in Slow Sand Filteren_US
dc.typeThesisen_US
local.academic.levelMastersen_US
local.affiliatedinstitute.titlePulchowk Campusen_US
local.institute.titleInstitute of Engineeringen_US
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