Post on 22-Nov-2014
description
PRIMARY WASTE WATER TREATMENT
SUBMITTED BYKANCHANB.Tech 3RD YEAR(CE)BANASTHALI UNIVERSITY
WHAT IS WASTE WATER? Wastewater is a liquid waste ,which consists of animal, vegetable or chemical matter in water.
Waste water contain pathogens(disease causing organisms).
It must be treated before it can be used or released back into the environment.
5 major Sources of waste water
InsdustrialIrrigationDomestic/Residen-tialPublic Supplied In-dustrial,CommercialMining
Purpose Of Wastewater Treatment
To manage water
discharged From homes,
businesses, and industries to reduce the threat of water
pollution.
Primary Treatment
Secondary Treatment
Tertiary Treatment
3 Stages Of Wastewater Treatment
-Typical Materials That Are Removed During Primary Treatment Include # Fats, Oils, And Greases (Aka FOG) #Sand, Gravels And Rocks (Aka Grit) #Larger Settleable Solids Including Human Waste, And Floating Materials .
- Protects Pumps And Equipment From Damage
PRIMARY TREATMENT
METHOD USE IN PRIMARY TREATMENT
ScreeningComminutarGrit removalPrimary sedimentation
SCREENINGScreening Devises Are Used To Remove Solids From Waste Water. Solids Consists Of Sticks, rags, boards And Other Large Object.
TYPES OF SCREENS
SCREENS
Coarse screens6 to 50mm
Hand cleaned
Mecanically cleaned
Reciprocating rake screen
Microscreens<0.5 micrometer
Fine screens<6 mm
drumStaic
wedge wire
THESE TYPE OF
SCREEN ARE USED
TO PROTECT
PUMPS , VALVES
AND PIPELINES
FROM DAMAGE OR
CLOGGING BY RAGS
AND LARGE OBJECTS.
COARSE SCREEN
HAND CLEANED CORSE SCREEN
They Are Also Known As Bar Screens.Bar Spacing Traditionally OfApproximately 6 To 50mm And Inclined At 45° To 60° To The Flow. Screens Are Cleaned Manually If The Object Caught Is Larger.The Main Advantage Is That No Power Required.The Main Disadvantage Is That Manual Labour Required To Clean The Screen.
MECHANICALLY CLEANED SCREENS
RECIPROCATING RAKE(CLIMBER) SCREEN
The advantage is that parts which required maintenance are above water line.
The disadvantage is that screen may have limited capacity in handling heavy screenings loads.
MICROSCREENS
The Filter Fabrics Have Openings Of <0.5 micrometer And Are Fitted On The Drum Periphery. The Waste Water Enters The Open End Of The Drum And Flows Outward Through The Rotating Drum Screening Cloth. These Type Of Screen Are Used In Secondary Treatment.
FINE SCREENS
1. STATIC WEDGE WIRE
They Have 0.2 To 1.2mm
Clear Openings And Are
Designed For Flow rates
Of About 400 To
1200 L/m2.min.Head Loss
Ranges From 1.2 To 2 m.
2. DRUM SCREENTHE SCREENING MEDIUM MOUNTED IS MOUNTED ON A CYLINDER THAT ROTATES IN A FLOW CHANNEL.THE WASTEWATER FLOWS INTO ONE END OF THE DRUM AND OUTWARD THROUGH THE SCREEN WITH SOLID COLLECTION ON THE INTERIOR SURFACE.
COMMINUTORA comminutor, also known as the grinding pump, cutting screen. This cutting screen shreds any large chunks of organic matter in the wastewater into smaller pieces. This prevents the large chunks from harming the internal workings of the treatment plant.
GRIT REMOVAL
A grit is pieces of rock, metal, bone, and even egg shells, which are denser than organic materials, to settle out of the waste stream. Removal of grit prevents damage to machinery through abrasion or clogging.
GRIT CHAMBER In these type of
chamber a constant flow rate is passed Through the chamber and the heavy particle of water settle down and collected in the bottom of the channel.
PRIMARY SEDIMENTATION
Remove Organic Solid(oil,grease)from Waste Water.It Proceed Type 2 Settling.Organic Material Settles Down Usually In The Range 1 To 2.5m/HrSludge Should Be Remove Before Anaerobic Condition Develop.
CONCLUSION
Through Primary Treatment,large Particle Or Inorganic Substances Are Removed From The Water.The BOD Present After Primary Treatment Is 140 mg/l And TSS 130 mg/l.