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water distribution system

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INDRANIL BANERJEE
INDRANIL BANERJEE

This document discusses water distribution systems. It describes how distribution systems deliver water to consumers with appropriate quality, quantity, and pressure. It also classifies different types of distribution networks like dead end, radial, grid iron and ring systems. The document explains the requirements for a good distribution system and different methods of water distribution like gravity, pumping and combined systems. It provides details on distribution reservoirs, types of reservoirs, tanks and pipes used in distribution systems.

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WATER DISTRIBUTION SYSTEM PRESENTED BY INDRANIL BANERJEE ENROLLMENT NO- 001930301008 DEPARTMENT OF WATER RESOURCES ENGINEERING,JADAVPUR UNIVERSITY
INTRODUCTION  The purpose of distribution system is to deliver water to  consumer with appropriate quality, quantity & pressure.  Distribution system is used to describe collectively the  facilities used to supply water from its source to the point of  usage.
REQUIREMENT OF GOOD DISTRIBUTION  Water quality should not get deteriorated in the distribution  pipes.  It should be capable of supplying water at all the intended  places with sufficient pressure.  It should be capable of supplying the requisite amount of  water during fire fighting.
CLASSIFICATION OF NETWORKS  Dead End System  Radial System  Grid Iron System  Ring System
DEAD END SYSTEM  It is suitable for old towns and cities having no different pattern of roads.
 Advantage :-  Relatively cheap  Determination of discharge and pressure easier due to less  number of valves.
RADIAL SYSTEM  The area is divided into different zones.  The water is pumped into the distribution reservoir kept in the middle of each zone.  The supply pipes are laid rapidly ending towards the periphery.
 Advantages :-  It gives quick service  Calculation of pipe size is easy
GRID IRON SYSTEM  It is suitable for cities with rectangular layouts, where the water mains and branches are laid in rectangles.
 Advantage :-  Water is kept in good circulation due to absence of dead  ends  In the case of break down in some section, water is  available from some other direction.   Disadvantage :-  Exact calculation of sizes of pipes are not possible due to  provisions of valves on all branches.
RING SYSTEM  The supply main is laid all along  the peripheral roads and sub  mains branch out from the mains.  This system also follows the grid  iron system with the flow pattern  similar in character to that of  dead end system.  So determination of the size of  pipes is easy.
METHODS OF WATER DISTRIBUTION  distribution system by following ways –  Gravity System  Pumping System  Combined gravity and pumping system
GRAVITY SYSTEM  Suitable when source of  supply is at sufficient height.  Most reliable and economical  distribution system.  The water head available at  the consumer is just minimum  required.  The remaining head is  consumed in the frictional and  other losses
PUMPING SYSTEM  Treated water is directly into the  distribution main out storing.  Also called pumping without  storage system.  High lifts pumps are required.  If power supply fails, complete  stoppage of water supply.  The method is not general used.
COMBINED GRAVITY and PUMPING SYSTEM  Treated water is pumped and stored in an elevated  distribution reservoir.  Then supplies to consumer by action of gravity.  Economical, efficient and reliable system.
COMBINED GRAVITY and PUMPING SYSTEM
DISTRIBUTION RESERVOIRS  Distribution reservoirs, also called service reservoirs, are the storage  reservoirs, which store the treated water for supplying water during  emergencies ( such as during fires, repairs, etc.) and also to help in  absorbing the hourly fluctuations in the normal water demand.  Function of distribution reservoirs-  To absorb the hourly variations in demand.  To maintain constant pressure in the distribution main.  Water stored can be supplied during emergencies
TYPES of RESERVOIRS  surfaace reservoirs  Elevated reservoirs
Surface reservoirs:-  These also called ground reservoir.  Mostly circular or rectangular tanks.  Underground reservoir are preferred especially when the size is large.  These reservoirs are constructed high natural grounds and are usually  made of stones, brick, plain or reinforced concrete cement.  The side walls are designed to take up the pressure of the water,  when the reservoir is full and the earth pressure, when it is empty.
Elevated reservoir:-  It is also referred to as overhead tanks are required at distribution  areas which are not governed and controlled by the gravity system of  distribution.  These are rectangular, circular or elliptical in shape.  If the topography of the town not suitable for under gravity, the  elevated tank or reservoir are used.  They are constructed where combine gravity and pumping system of  water distribution is adopted.  These tanks may be steel or RCC.
TYPES of TANKS  R.C.C. Tanks  G.I. Tanks  H.D.P.E Tanks
R.C.C. TANKS
G.I. TANKS
H.D.P.E TANK (high density polyethylene
TYPES OF PIPES  PVC PIPES STANDS Polyvinyl Chloride
Chlorinated Polyvinyl Chloride PIPES  PIPESCPVC stands for Chlorinated Polyvinyl Chloride
Cross-linked polyethylene PIPES PEX PIPES PEX stands for Cross-linked polyethylene  of use, and the long rolls of piping that it can come in.
Copper Pipe –
Refference  WWW.SLIDESHERE.COM  WATERDISTRIBUTIONSYSTEM.PDF
THANKS

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water distribution system

  • 1. WATER DISTRIBUTION SYSTEM PRESENTED BY INDRANIL BANERJEE ENROLLMENT NO- 001930301008 DEPARTMENT OF WATER RESOURCES ENGINEERING,JADAVPUR UNIVERSITY
  • 2. INTRODUCTION  The purpose of distribution system is to deliver water to  consumer with appropriate quality, quantity & pressure.  Distribution system is used to describe collectively the  facilities used to supply water from its source to the point of  usage.
  • 3. REQUIREMENT OF GOOD DISTRIBUTION  Water quality should not get deteriorated in the distribution  pipes.  It should be capable of supplying water at all the intended  places with sufficient pressure.  It should be capable of supplying the requisite amount of  water during fire fighting.
  • 4. CLASSIFICATION OF NETWORKS  Dead End System  Radial System  Grid Iron System  Ring System
  • 5. DEAD END SYSTEM  It is suitable for old towns and cities having no different pattern of roads.
  • 6.  Advantage :-  Relatively cheap  Determination of discharge and pressure easier due to less  number of valves.
  • 7. RADIAL SYSTEM  The area is divided into different zones.  The water is pumped into the distribution reservoir kept in the middle of each zone.  The supply pipes are laid rapidly ending towards the periphery.
  • 8.  Advantages :-  It gives quick service  Calculation of pipe size is easy
  • 9. GRID IRON SYSTEM  It is suitable for cities with rectangular layouts, where the water mains and branches are laid in rectangles.
  • 10.  Advantage :-  Water is kept in good circulation due to absence of dead  ends  In the case of break down in some section, water is  available from some other direction.   Disadvantage :-  Exact calculation of sizes of pipes are not possible due to  provisions of valves on all branches.
  • 11. RING SYSTEM  The supply main is laid all along  the peripheral roads and sub  mains branch out from the mains.  This system also follows the grid  iron system with the flow pattern  similar in character to that of  dead end system.  So determination of the size of  pipes is easy.
  • 12. METHODS OF WATER DISTRIBUTION  distribution system by following ways –  Gravity System  Pumping System  Combined gravity and pumping system
  • 13. GRAVITY SYSTEM  Suitable when source of  supply is at sufficient height.  Most reliable and economical  distribution system.  The water head available at  the consumer is just minimum  required.  The remaining head is  consumed in the frictional and  other losses
  • 14. PUMPING SYSTEM  Treated water is directly into the  distribution main out storing.  Also called pumping without  storage system.  High lifts pumps are required.  If power supply fails, complete  stoppage of water supply.  The method is not general used.
  • 15. COMBINED GRAVITY and PUMPING SYSTEM  Treated water is pumped and stored in an elevated  distribution reservoir.  Then supplies to consumer by action of gravity.  Economical, efficient and reliable system.
  • 16. COMBINED GRAVITY and PUMPING SYSTEM
  • 17. DISTRIBUTION RESERVOIRS  Distribution reservoirs, also called service reservoirs, are the storage  reservoirs, which store the treated water for supplying water during  emergencies ( such as during fires, repairs, etc.) and also to help in  absorbing the hourly fluctuations in the normal water demand.  Function of distribution reservoirs-  To absorb the hourly variations in demand.  To maintain constant pressure in the distribution main.  Water stored can be supplied during emergencies
  • 18. TYPES of RESERVOIRS  surfaace reservoirs  Elevated reservoirs
  • 19. Surface reservoirs:-  These also called ground reservoir.  Mostly circular or rectangular tanks.  Underground reservoir are preferred especially when the size is large.  These reservoirs are constructed high natural grounds and are usually  made of stones, brick, plain or reinforced concrete cement.  The side walls are designed to take up the pressure of the water,  when the reservoir is full and the earth pressure, when it is empty.
  • 20. Elevated reservoir:-  It is also referred to as overhead tanks are required at distribution  areas which are not governed and controlled by the gravity system of  distribution.  These are rectangular, circular or elliptical in shape.  If the topography of the town not suitable for under gravity, the  elevated tank or reservoir are used.  They are constructed where combine gravity and pumping system of  water distribution is adopted.  These tanks may be steel or RCC.
  • 21. TYPES of TANKS  R.C.C. Tanks  G.I. Tanks  H.D.P.E Tanks
  • 24. H.D.P.E TANK (high density polyethylene
  • 25. TYPES OF PIPES  PVC PIPES STANDS Polyvinyl Chloride
  • 26. Chlorinated Polyvinyl Chloride PIPES  PIPESCPVC stands for Chlorinated Polyvinyl Chloride
  • 27. Cross-linked polyethylene PIPES PEX PIPES PEX stands for Cross-linked polyethylene  of use, and the long rolls of piping that it can come in.