2 Wastewater Treatment Methods Wastewater treatment system consists of a combination of different treatment units, which either reduce the quantity of impurities or qualify wastewater to undergo action in next treatment unit. Each treatment unit employ one or combination of physical, chemical or biological measures. Based upon the type of measure used, treatment method can be broadly classified into Unit Operations and Unit Processes.
3 Unit OperationsTreatment measures in which the application of physical forces predominates are known as unit operations. Major treatment measures falling under this category are as follows:i. Screeningii. Mixingiii. Flocculationiv. Sedimentationv. Floatationvi. Elutriationvii. Vacuum filtrationviii. Heat Transfer and drying
4 ScreeningScreening is the first operation at any wastewater treatment works. This process essentially involves the removal of large non-biodegradable and floating solids that frequently enter a wastewater works, such as rags, papers, plastics, tins, containers and wood.Efficient removal of these constituents will protect the downstream plant and equipment from any possible damage, unnecessary wear & tear, pipe blockages and the accumulation of unwanted material that will interfere with the required wastewater treatment processes.Wastewater screening is generally classified into either coarse screening or fine screening. Screens may be manually or mechanically cleaned, with only the older and smaller treatment facilities using manually cleaned screens as their primary or only screening device. Coarse screens are typically used as primary protection devices, and usually have openings of 10mm or larger.
5 Fine screens are used to remove material that may cause operation & maintenance problems in downstream processes, particularly in systems that lack primary treatment. Typical opening sizes for fine screens are 3 to 10mm.
6 MixingMixing is required in various units of a treatment plant, and it can be achieved by rotating mixers, static mixers or creation of a hydraulic jump.
7 FlocculationFlocculation is "a process of contact and adhesion whereby the particles of a dispersion form larger-size clusters."
8 SedimentationSedimentation is the process in which suspended particles settle out of the fluid in which they are entrained, and come to rest against a barrier. This is due to their motion through the fluid in response to the forces acting on them.
9 FloatationThe process of floating a solid or liquid impurities in wastewater due to their low densities is called floatation.
10 ElutriationElutriation is a method for separating insoluble solids into different particle sets based on their size, shape and density, using different methods or forces. Normally the forces used for elutriation includes, gravity, buoyancy, electrochemical forces or centrifugal forces.
11 Vacuum filtrationFiltration is a technique used to separate a solid from a liquid. The solid is separated from the liquid phase by passing the mixture over a filtering media. Vacuum filtration is process in which speed of filtration process is increased by sucking liquid through membrane. This process is normally used for sludge dewatering.
12 Heat Transfer and drying Heat transfer and drying are simultaneous processes normally used in sludge processing and dewatering. In first step, heat is transferred to refuse due to which water in refuse start evaporating which is called drying.
13 Unit ProcessesType of treatment in which removal of contaminants is brought about by addition of chemicals or use of biological mass are called unit processes. Therefore, unit processes are further categorized into chemical and biological unit processes.
14 Chemical Unit Processes Reduction or removal is brought about by means of chemical reactions by adding chemicals and providing suitable environment which facilitates the desired reactions. Major treatment methods falling under this category re as followsChemical neutralizationTo control or adjust system pH.Chemical coagulationTo remove colloidal particles by chemical destabilization and flocculationChemical precipitationTo enhance the removal of suspended solids, phosphorous, heavy metals and BOD in specific system conditions
15 Chemical oxidationTo remove grease, ammonia, BOD, COD and for odor control in particular requirement.Chemical disinfectionTo kill pathogens in influent and treated effluents
16 Biological Unit Processes The wastewater treatment methods in which treatment purpose is achieved by microorganisms. Major treatment methods falling under this category are classified as follows.Suspended growth processMicroorganisms, performing biological activity are in suspended and evenly mixed in wastewater. Some examples of this category areActivated Sludge ProcessAerated LagoonsOxidation PondsAerobic and Anaerobic digesters
17 Attached growth process Microorganisms, performing biological activity are attached and make colonies to some medium. Wastewater pass through the medium and microorganisms attached to medium extract solids/contaminant and fulfil treatment purpose. Some examples of this category areTrickling FilterRotating Biological Contractors (Bio Rotors)Bio TowersUp-flow filters
18 Wastewater Treatment Systems Set of combination used from available unit operations and processes for wastewater treatment can be categorized in four treatment stepsi. Preliminary Treatmentii. Primary Treatmentiii. Secondary Treatmentiv. Tertiary Treatment / Advanced Treatment
19 Preliminary Treatment Objective: Preliminary treatment fulfil following purposesReceive influentFlow MeasurementScreening to protect next treatment units from large size solidsPumping, as required to lift wastewater above ground level so that wastewater flow should be derived from gravity in following treatment stepsGrit Removal to protect mechanical equipment from abrasive wear.A schematic process flow diagram of preliminary treatment is as follows
21 Primary TreatmentObjective: To reduce organic load on secondary treatment processes.Primary treatment removes heavier solids from wastewater by sedimentation. Primary clarifier reduces 60 – 70% of suspended inorganic solids and 30 – 32% of organic solidsA schematic process flow diagram of preliminary treatment is as follows
26 Tertiary Treatment / Advanced Treatment Objective: To further reduce the amount of residual impurities in effluent of secondary treatmentAdvanced treatment is normally provided in following cases.i. The quality of conventionally treated wastewater (secondary effluent) is unsuitable for final disposal requirements into receiving water body.ii. The concentrations of residual organic materials or suspended solids require further reduction or complete removal for specific reuse or recycling of wastewater after secondary treatmentiii. The concentrations of nutrients like nitrogen & phosphorous is high for final disposal or reuse / recycling of wastewater.
29 Functions of Treatment Plant Units Major functions of treatment units shown in schematic diagram of wastewater treatment plant are as underi. Sump and Pump UnitTo collect community wastewater in sump unit and pump it to next units at raised level so that flow is maintained by gravity.ii. ScreenTo remove large floating material in wastewater to protect next treatment units from damaging and cloggingiii. Grit ChamberTo remove high density suspended particles by settlementiv. Skimming TankTo collect floating solids, oil and grease from water surface
30 v. PST (Primary Sedimentation Tank) To remove fine suspended inorganic and settle able organic solids (BOD) and floating scrum.vi. Aeration ChamberActs as biological treatment unit in which microorganisms in is suspended form contribute toward treatment. Much of COD and BOD is removed in this process.vii. SST (Secondary Sedimentation /Settling Tank)To thicken and segregate biological sludge from wastewaterviii. Sludge DigesterTo treat sludge before final disposal
31 Selection of Treatment Plant System Selection of a particular treatment system and choosing a suitable combination of treatment units depends upon following factors1. Degree of treatment to bring quality of final effluent. This means that type and amount of impurities in influent that need to be reduced to a certain level.2. Regulatory /legal requirement of amount of impurities in effluent.3. To ensure that final effluent is safe for end disposal or acceptable for specific reuse.4. Topography and space available for treatment plant site.5. Availability or non-availability mechanical and skilled personal to handle treatment plant.
32 It is also important to consider following points while selecting a specific treatment system Reduction of inorganic material component of wastewater is much easier and cheaper than the removal of organic contents of wastewaterRemoval of suspended solids require from wastewater requires lesser time and effort than colloidal and dissolved solids.
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