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P r e s e n t e d B y - Prof. Shreyas Satpute
⦁ Thereare3 major biological treatment
techniques:
1. Attachedgrowth process(Fixedfilm process).
2. Suspendedgrowth process.
3. Combined process.
⦁ Inthis processmicro organisms areresponsible for conversion
of organicmatterpresentin wastewater to gasesandcell tissues
areattachedto some inert medium such as rock, slag, ceramic
or plasticmaterial.
⦁ This process include:
1.Intermittentsandfilters
2.Trickling filters 3.Rotatingbiological
contactors
4.Packedbedreactors 5.Anaerobic lagoons.
6.Fixedfilm denitrification.
⦁ Inthis processmicro organisms areresponsible for conversion
of organicmatterpresentin wastewater to gasesandcell tissues
aremaintainedin suspensionwithin theliquid in thereactor by
employingeithernaturalor mechanicalmixing.
⦁ This processinclude:
1.Activated sludgeprocess.
2.Aerated lagoons.
3.Sludgedigestion system.
4.Suspendedgrowthnitrification &
denitrification
⦁ This process includesbothattachedgrowth and
suspendedgrowth process.
⦁ This process include:
1.Trickling filter, activated sludge.
2.Activated sludge, trickling filter.
3.Faculativelagoons.
CONSTRUCTION:
Itconsist of mainly four parts:
1.watertightholdingtank.
2.Distributionsystem.
3.Filtermedia.
4.Underdrainagesystem.
 The tank is either rectangular or square if fixed nozzles
are used and circular in shape if rotary distributors are
used.
 As rotary distributors are more reliable & easy to maintain
andoperate.Socircular shapeis most commonly used.
 Thewallsareeithermasonryor concretewalls
 The walls are constructed such that they should
withstand the pressure exerted by sewage from
inside.
 Thewallsaremadewatertight.
 The underdrainsystemis supportedbya floor which
slopesto acollectionchannel.
 Italsoconsists afiltermedia which should havehigh
specificsurfacearea,high percent voidspace,resistanceto
abrasion &insoluble in sewagewater.
⦁ The sewage is allowed to sprinkle over filter media
through nozzles or rotarydistributors.
⦁ The biological purification is mainly done by aerobic
bacteria which form a bacterial film known as biofilm
or slime layer aroundfilter media.
⦁ This biofilm layeris aerobiconlyupto adepthof
0.1to 0.2mmandremainingpart is anaerobic.
⦁ The organic matter is degraded by aerobic micro organisms
on theouterportion of biofilm.
⦁ Thefood concentrationis high attheouter surfaceof
biofilmhencethegrowth of micro organismsis moreat
theouter surfaceof the biofilm.
⦁ Themost diffusedoxygenis consumedby micro
organismattheouter surfacebefore it reachesto the
depth.Hencetheanaerobic environmentis developed
neartheinner surfaceof thebiofilm.
⦁ Eventually there is scouring of slime layer due to flowing
liquid andfreshslime layerbegins to growon themedia.
⦁ This phenomenon of scouring of slime is called
sloughing or unloading of thefilter.
⦁ The trickling filter is always preceded by primary
sedimentationwith skimming devices to removethescum.
⦁ The effluent from the filter is then taken to secondary
sedimentation tanks for settling out organic solids oxidised
whilepassingthrough filter.

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Trickling filters.pptx

  • 1. P r e s e n t e d B y - Prof. Shreyas Satpute
  • 2. ⦁ Thereare3 major biological treatment techniques: 1. Attachedgrowth process(Fixedfilm process). 2. Suspendedgrowth process. 3. Combined process.
  • 3. ⦁ Inthis processmicro organisms areresponsible for conversion of organicmatterpresentin wastewater to gasesandcell tissues areattachedto some inert medium such as rock, slag, ceramic or plasticmaterial. ⦁ This process include: 1.Intermittentsandfilters 2.Trickling filters 3.Rotatingbiological contactors 4.Packedbedreactors 5.Anaerobic lagoons. 6.Fixedfilm denitrification.
  • 4. ⦁ Inthis processmicro organisms areresponsible for conversion of organicmatterpresentin wastewater to gasesandcell tissues aremaintainedin suspensionwithin theliquid in thereactor by employingeithernaturalor mechanicalmixing. ⦁ This processinclude: 1.Activated sludgeprocess. 2.Aerated lagoons. 3.Sludgedigestion system. 4.Suspendedgrowthnitrification & denitrification
  • 5. ⦁ This process includesbothattachedgrowth and suspendedgrowth process. ⦁ This process include: 1.Trickling filter, activated sludge. 2.Activated sludge, trickling filter. 3.Faculativelagoons.
  • 6. CONSTRUCTION: Itconsist of mainly four parts: 1.watertightholdingtank. 2.Distributionsystem. 3.Filtermedia. 4.Underdrainagesystem.
  • 7.
  • 8.  The tank is either rectangular or square if fixed nozzles are used and circular in shape if rotary distributors are used.  As rotary distributors are more reliable & easy to maintain andoperate.Socircular shapeis most commonly used.  Thewallsareeithermasonryor concretewalls  The walls are constructed such that they should withstand the pressure exerted by sewage from inside.  Thewallsaremadewatertight.
  • 9.  The underdrainsystemis supportedbya floor which slopesto acollectionchannel.  Italsoconsists afiltermedia which should havehigh specificsurfacearea,high percent voidspace,resistanceto abrasion &insoluble in sewagewater.
  • 10. ⦁ The sewage is allowed to sprinkle over filter media through nozzles or rotarydistributors. ⦁ The biological purification is mainly done by aerobic bacteria which form a bacterial film known as biofilm or slime layer aroundfilter media. ⦁ This biofilm layeris aerobiconlyupto adepthof 0.1to 0.2mmandremainingpart is anaerobic. ⦁ The organic matter is degraded by aerobic micro organisms on theouterportion of biofilm.
  • 11. ⦁ Thefood concentrationis high attheouter surfaceof biofilmhencethegrowth of micro organismsis moreat theouter surfaceof the biofilm. ⦁ Themost diffusedoxygenis consumedby micro organismattheouter surfacebefore it reachesto the depth.Hencetheanaerobic environmentis developed neartheinner surfaceof thebiofilm.
  • 12.
  • 13. ⦁ Eventually there is scouring of slime layer due to flowing liquid andfreshslime layerbegins to growon themedia. ⦁ This phenomenon of scouring of slime is called sloughing or unloading of thefilter. ⦁ The trickling filter is always preceded by primary sedimentationwith skimming devices to removethescum. ⦁ The effluent from the filter is then taken to secondary sedimentation tanks for settling out organic solids oxidised whilepassingthrough filter.