Treatment – Chemical Filters

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Presentation transcript:

Treatment – Chemical Filters Matt Bower DWQR Risk Assessment Training 2018

Overview Act chemically via adsorption rather than physically Chemicals “stick” to media Media gradually exhausts leading to breakthrough Some media can be regenerated, others single use Mostly loose media filters but some cartridge Expensive process needing careful monitoring

Overview Types of Chemical Filtration Media Granular Activated Carbon (GAC) Most Common Range of types with different properties Organic compounds Colour Manganese Dioxide (“Polarite”, Greensand) Catalyses removal of soluble manganese Activated Alumina A number of metals and arsenic Effective, but highly pH sensitive Regeneration may be possible Ferric Oxides / Hydroxides Arsenic and many other metals Other Media – clays, minerals, glass

Usage Remember – these are chemical filters Water needs to be clean first Backwash to gently expand bed Carefully monitor for breakthrough and plan for replacement Ensure adequately sized for flow Dispose of spent media carefully Specialist advice….

Cartridge Adsorption Usage Smaller scale GAC filters Commonly used for colour Single use Could exhaust very quickly Needs pre-treatment

Key Points to Watch For Good design would be…. Pre-treatment Multiple units in parallel Flow monitoring Backwash system (not too vigorous!) Instruction manual + specification Sample points

Key Points to Watch For Good operation would be…. Flows evenly split Automatic / regular monitoring of parameter(s) being removed Inlet and outlet for breakthrough or increased contamination Records kept Plans for regular media replacement Replace all media in vessel, not top up

Questions Management and Resilience Treatment TCR1 Could raw water quality exceed the filter design parameters, leading to contaminant breakthrough? If raw water quality varies significantly beyond the design parameters for the filter, there is a risk that the filter may not perform effectively. Some waters can deteriorate significantly in quality after heavy rainfall. 4 TCR2 Could inadequate / loss of media cause quality problems? Filters should be correctly sized and periodically inspected to ensure that there is sufficient media in place to adequately remove contaminants from the water. The physical quality of media can deteriorate over time (as well as it becoming chemically exhausted) TCR3 Could the maintenance regime for the filter be inadequate or undocumented? Filters require maintenance to ensure on-going performance. This needs to be performed at the correct frequency and should be recorded consistently. Installation and Operation TCR4 Could inadequate or no backwash facility cause filter failure? All filters containing loose media require backwashing to ensure continued operation. For GAC filters the purpose of backwashing is to expand the filter bed and prevent compaction. TCR5 Could the programme of monitoring and replacement of filter media on exhaustion be insufficient to prevent contaminant breakthrough? GAC is a chemical filter and will eventually become exhausted. The rate of exhaustion will depend upon the amount of colour or other contaminants in the water and the flow rate through the filter. This breakthrough is difficult to predict, hence careful monitoring is required. Microbiological TCR6 Could microbiological activity on the filter compromise quality? GAC provides a good support media for microbiological growth. If this is not controlled properly this can cause problems. Consequently any disinfection process should be downstream of GAC filters.