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CASE STUDYManangatang Water Treatment Plant
(Grampians Wimmera Mallee Water authority)
Country:Australia
Client:• GrampiansWimmeraMalleeWaterauthority
• Location,Manangatang,Victoria.
Approx.100kmwestofSwanHilland4.5hrsdrive
fromMelbourne.
Application:• PolishingDrinkingwater.
The Challange:• MurrayRiverToPotablewater.
• Inletwaterqualityis10-40NTUmostoftheyear,
andinsomecase50-60NTU.
• Colourisaround400Hu.
• Supplyfilteredwateratthepointofdisinfection
oflessthan1NTU,(Note,potentialfuturenewguidelineswillbebetween0.2to0.5NTUforpotablewater),
ataFlowrateof18m³/hr(5L/sec)upto21.6m³/hr(6L/sec)andminimalinitialcosttoGWM.
Water source:• MurrayRiver
Flow rate• 18-21m³/hr
Main Target• ReductionofTurbidity(Lessthan1NTU),Colour&TSStoDrinkingwaterGuidelines.
ReductionofCryptosporidium.
W A T E R S Y S T E M S
Filtration solution• PrefiltrationattheRiver:Shallowmedia
• Coagulation,MultiMediaFiltration(i.e.DirectFiltration),retentiontank,1xAMF93K
(Automaticmicrofibrefilterforpolishing)
Instrument:
• Turbidity:feedwater,aftermedia,productwater(afterAMF)
• FlowTransmitter:feedandproduct
• PressureTransmitter:feed,aftermedia,afterAMF
Control:
• MainPLCwithSCADAcommunicationandAMF93KPLC
• RemoteControl&Monitoring
Filtration degree• 2µm
Main Results/Acheivment:1. SystemiscontrolledandMonitorRemotely
2. Plantperformedtothedesignrequirementsandachievelessthan1NTU
(Actualperformancelessthan0.5NTU100%ofthetime)
3. OriginallythePlantwasprovidedasapilot(Rentalcontractfor6months).
Afterthepilotperoidclientwashappywiththeresultsandpurchasetheplant.
4. ReduceinTurbidity,andconsequentlyreducedchlorinedemand.
5. Plantisbackwashingapprox.every4-6hours(Frequencyofbackwashisinresponsetofluctuationoffeed
waterquality)withtotalwaterlossoflessthan3%.
W A T E R S Y S T E M S