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Topic
Design of primary treatment plant of
domestic waste water for Qamar
Sialvi Colony Gujrat
Presented to:
Dr. Zaki ul Zaman Asam
Presented By:
Husnain Tariq (15051561-054)
Maham Noor (15051561-060)
Muhammad Haroon Asghar (15051561-065)
Rafaqat Ali (15051561-072)
Maria Shafi (15051561-080)
Rabia Aslam (15051561-083)
INTRODUCTION
 Wastewater treatment is the process of
converting wastewater
 It’s formed by a number of activities
including bathing, washing, using the toilet,
and rainwater runoff.
 Wastewater is full of contaminants
including bacteria, chemicals and other
toxins.
Conti…
Two wastewater treatment plants
 Chemical treatment plant
Biological waste treatment plants use
biological matter and bacteria to break down
waste matter.
 Physical treatment plant
Physical waste treatment plants use
chemical reactions as well as physical
processes to treat wastewater.
Objectives
 To treat waste water of Qamar Sialvi Colony.
 To design a primary treatment plant.
Source of water pollution
• Point-source pollutant is one that reaches
water from a single pipeline or channel,
such as a sewage discharge or outfall pipe.
• Dispersed sources are broad, unconfined
areas from which pollutants enter a body of
water.
Primary Treatment
 The objective of primary treatment is the removal
of settle able organic and inorganic solids.
 Approximately 25 to 50% of the incoming
biochemical oxygen demand (BOD5), 50 to 70%
of the total suspended solids (SS), and 65% of the
oil and grease are removed during primary
treatment.
 In many industrialized countries, primary
treatment is the minimum level of pre application
treatment required for wastewater irrigation.
Working of Bio Film Reactor
Step 1 :Sand Layer
Step 2: Grit Removal
Step 3: Sedimentation Tank
Step 4: Film Reactor
Step 5: Gravels
Step 6: Sand Film Reactor
Step 7: Discharge in Receiving Body
Components for the setup of Sand film
reactor Filter in Qamar Sialvi Colony
Gujrat
1- Water Source
2- Biolayer
3- Filter loading rate
4- Pause Period
5- Standing Water Layer
6- Maintenance
7- Disinfections
8- Safe Water storage
Advantages
 High removal of pathogens
 Removal of turbidity, colour, odour and iron (water
tastes and looks good)
 Relatively high flow-rates can be achieved (over 30 L
per hour)
 One-time installation with few maintenance
requirements and negligible operation costs
 Long life
 Can be fabricated from locally available materials
generating an opportunity for local businesses
 Easy to operate and maintain
Disadvantages
 Biological layer takes 2o to 30 days to develop to
maturity
 Low rate of virus inactivation
 Requires that the filter be used on a regular basis
 Cannot remove dissolved compounds
 Can be difficult to move or transport (due to
weight)
 Lack of residual protection (risk of re-
contamination)
 Requires that the filter be used on a regular basis
Conclusion
 Bio Sand filter is based on the
concrete filter process but uses a
plastic container.
 Making the container itself
much lighter and easier to transport.
 Removal of most of the contaminants
and pathogens from the source water
takes place at the top of the sand.
Conti…
The bio sand filter is capable of removing:
 97% of fecal coliform
 100% of giardia cysts
 99.98% cryptosporidium oocytes
 100% of worms
 99.98% protozoan
 90-99% bacterial, 80-98% E. coli
 100% of parasites
 up to 90% of organic and inorganic toxicants
Recommendation
 Software programs of the
implementing
 Providing education on the proper
use and maintenance of the filter
 Use ceramic water purifier

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Design of primary treatment plant

  • 1. Topic Design of primary treatment plant of domestic waste water for Qamar Sialvi Colony Gujrat
  • 2. Presented to: Dr. Zaki ul Zaman Asam Presented By: Husnain Tariq (15051561-054) Maham Noor (15051561-060) Muhammad Haroon Asghar (15051561-065) Rafaqat Ali (15051561-072) Maria Shafi (15051561-080) Rabia Aslam (15051561-083)
  • 3. INTRODUCTION  Wastewater treatment is the process of converting wastewater  It’s formed by a number of activities including bathing, washing, using the toilet, and rainwater runoff.  Wastewater is full of contaminants including bacteria, chemicals and other toxins.
  • 4. Conti… Two wastewater treatment plants  Chemical treatment plant Biological waste treatment plants use biological matter and bacteria to break down waste matter.  Physical treatment plant Physical waste treatment plants use chemical reactions as well as physical processes to treat wastewater.
  • 5. Objectives  To treat waste water of Qamar Sialvi Colony.  To design a primary treatment plant. Source of water pollution • Point-source pollutant is one that reaches water from a single pipeline or channel, such as a sewage discharge or outfall pipe. • Dispersed sources are broad, unconfined areas from which pollutants enter a body of water.
  • 6. Primary Treatment  The objective of primary treatment is the removal of settle able organic and inorganic solids.  Approximately 25 to 50% of the incoming biochemical oxygen demand (BOD5), 50 to 70% of the total suspended solids (SS), and 65% of the oil and grease are removed during primary treatment.  In many industrialized countries, primary treatment is the minimum level of pre application treatment required for wastewater irrigation.
  • 7.
  • 8. Working of Bio Film Reactor Step 1 :Sand Layer Step 2: Grit Removal Step 3: Sedimentation Tank Step 4: Film Reactor Step 5: Gravels Step 6: Sand Film Reactor Step 7: Discharge in Receiving Body
  • 9.
  • 10. Components for the setup of Sand film reactor Filter in Qamar Sialvi Colony Gujrat 1- Water Source 2- Biolayer 3- Filter loading rate 4- Pause Period 5- Standing Water Layer 6- Maintenance 7- Disinfections 8- Safe Water storage
  • 11. Advantages  High removal of pathogens  Removal of turbidity, colour, odour and iron (water tastes and looks good)  Relatively high flow-rates can be achieved (over 30 L per hour)  One-time installation with few maintenance requirements and negligible operation costs  Long life  Can be fabricated from locally available materials generating an opportunity for local businesses  Easy to operate and maintain
  • 12. Disadvantages  Biological layer takes 2o to 30 days to develop to maturity  Low rate of virus inactivation  Requires that the filter be used on a regular basis  Cannot remove dissolved compounds  Can be difficult to move or transport (due to weight)  Lack of residual protection (risk of re- contamination)  Requires that the filter be used on a regular basis
  • 13. Conclusion  Bio Sand filter is based on the concrete filter process but uses a plastic container.  Making the container itself much lighter and easier to transport.  Removal of most of the contaminants and pathogens from the source water takes place at the top of the sand.
  • 14. Conti… The bio sand filter is capable of removing:  97% of fecal coliform  100% of giardia cysts  99.98% cryptosporidium oocytes  100% of worms  99.98% protozoan  90-99% bacterial, 80-98% E. coli  100% of parasites  up to 90% of organic and inorganic toxicants
  • 15. Recommendation  Software programs of the implementing  Providing education on the proper use and maintenance of the filter  Use ceramic water purifier