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 HOUSE DRAINAGE
HOUSE DRAINAGE
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House drainage

  1. 1. House Drainage
  2. 2.  House drainage :- The principles and procedure to be followed while constructing and laying sewer lines in private buildings are referred as ‘house drainage ’.  Aims :- 1.To maintain healthy condition in the building . 2.To dispose off waste water as early and quickly as possible . 3.To avoid the entry of foul gases from the sewer or the septic tank . 4.To facilitate quick removal of foul matter. 5.To collect and remove waste matters systematically .
  3. 3.  Principles of housedrainage:- 1.It advisable to lay the sewers by the side of the building rather than below the building . 2.All the drain should be laid straight between inspection chambers, avoiding sharp bends and junction as far as possible . 3.The house drain should be connected to the public sewer only when the public sewer is deeper than the house drain in order to avoid reverse flow from the public sewer to the house drain . 4.House drainage should contain enough traps at suitable
  4. 4. 5. The joints of sewer should be properly tested before putting the drainage line to use . 6. Lateral sewer should be laid at proper gradient so that they can develop self cleansing velocity. 7. The size of drain should be sufficient , so that they do not overflow at the time of maximum discharge . 8. The layout of house drainage should permit easy cleaning and removal of obstructions . 9. The entire system should be properly ventilated from the starting point to the final point of disposal . 10. All the materials and fittings of the drainage system should be hard , strong and resistant to erosion action . They should be non-absorbent type .
  5. 5. Definition:- 1.Sewage :- The term sewage is to indicate the liquid wastes from the community . It includes discharge from bathrooms , kitchen , washing places , wash basins , latrines , urinals , industrial wastes and storm water . 2.Sullage :- Sullage is used to indicate the waste waters from bathrooms , kitchens , washing places , wash basins , etc. 3.Sewerage :- The entire science of collecting and carrying sewage by water carriage system through sewer , is known as sewerage .
  6. 6. 4. Sewer :- An underground pipe or conduit which carries sewage is called sewer . 5. Vent pipe :- The pipe installed for the purpose of ventilation is known as vent pipe . 6. Plumbing system :-Plumbing system is the entire system of piping's , fixtures , pipelines , etc . For providing water supply or drainage to the building . 7. Sewerage system :- A system of sewers of different types and sizes in a town collecting wastewater from the town and carrying it to the waste water treatment plant .
  7. 7. 8. Rainwater pipe :- It is a pipe which carries only the rainwater . 9. Trap :- The which is connected at the end of the soil pipe or waste pipe to stop the entry of foul gases inside the building is known as trap . 10. Water seal :- The vertical distance between the crown and the dip of the trap is known as water seal . This portion always remains full of water . Generally , the water seal varies from 75 mm to 100 mm .
  8. 8. 8 1. Soil pipe : it is the pipe carrying sewage from urinals , water closet , etc. 2. Waste pipe : it is pipe carrying from bathrooms , kitchen , sinks etc. It does not carry human excreta. 3. Vent pipe: the pipe installed for the purpose of ventilation of the system is known as vent pipe . 4. Rain water: it is a pipe which carries only the rain water . 5. Antisiphonage pipe : a pipe which is installed in the house drainage to preserve the water seal of the traps is known as antisiphonage pipe . 6. Ventilating pipe : the ventilating pipe enables the foul gases of  PIPES
  9. 9. 9  Soil pipe: 100mm  Waste pipe: horizontal: 30-50mm  Waste pipe: vertical : 75mm  Rainwater pipe : 75mm  Vent pipe: 50mm  Connecting soil pipe: 50mm  Connecting waste pipe: 40mm SIZES OF PIPES
  10. 10. 10 PIPES Material Application Jointing Cast iron 50 mm and above vent and discharge stacks Lead caulking with molten or fibrous lead; cold compound caulking Galvanized steel Waste pipe Screwed Copper Waste pipes and traps Compression, capillary, silver solder, bronze weld or push-fit rings seal Lead Waste pipes and discharge stacks Soldered or lead welded ABS (acrylonitrile butadiene styrene) Up to 50 mm waste and vent pipes Solvent cement and push-fit ring seal High-density polyethylene Up to 50 mm waste and ventilating pipes and traps Push-fit ring seal and compression fittings Polypropylene Up to 50 mm waste and ventilating pipes and traps Push-fit ring seal and compression couplings Modified PVC Up to 50 mm waste and vent pipes Solvent cement and push-fit ring seal Unplasticized PVC Over 50 mm soil and vent stacks; vent pipes under 50 mm Solvent cement and push-fit ring seal Pitch fibre Over 50 mm discharge and vent stacks Driven taper or polypropylene fitting with a push-fit ring seal
  11. 11. Traps :- The device which is connected at the end of soil pipe or waste pipe to stop the entry of foul gases inside the building is known as trap . It is a bent pipe in the shape of ‘u’ which always remain full of water. The depth of water seal is the vertical distance between the crown and dip of a trap. The depth of water seal represents its strength or effectiveness. Greater the depth of water seal more effective is the trap. The depth of water seal varies from 25mm to 75mm.
  12. 12. 12
  13. 13. 13 Causes of failure of waterseal :- 1.Faulty joints 2.Crack in the bottom of seal 3.Creation of partial vacuum in the sewer fittings 4.Increase in the pressure of sewer gases 5.Non-use for a prolonged period Prevention:- 1.Connecting the portion between the soil pipe and trap by a vent pipe . 2.Use of anti- siphonage pipe in the building
  14. 14. Requirement of a good trap :- 1.It should possess a adequate water seal at all times . 2.It should be not absorbent material . 3.The internal and external surface should have smooth finish so that dirt , etc. Does not stick to it . 4.It should be free from any inside projection , angles , contractions, so that flow is not obstructed. 5.It should be self cleansing . 6.It should be simple in construction , cheap and readily available . 7.It should be provided with suitable access for cleaning.
  15. 15. Classification of traps :- A.Classification according to shape : 1.P – trap 2.Q – trap 3.S – trap
  16. 16. B. Classification based on use : 1. Floor trap or nahni trap : A floor trap a commonly known as a nahni trap is used to collect wash water from floor, kitchen and bathrooms . It forms the starting point of waste water flow. It is generally made of cast iron .
  17. 17. 2. Gully trap : These are special type of traps which disconnect sullage drain from the main drainage system . A well designed gully trap serve two or three connections from the nahni trap .
  18. 18. 3. Intercepting trap : The intercepting trap is also known as disconnecting trap or interceptor . It is provided at the junction of the house drain with the public sewer or septic tank . It is thus provided in the last man hole of the house drainage system.
  19. 19.   These trap is to remove oily waste from wastewater. It is used in large hotels, restaurants or industries where large quantities of oily waste are expected to enter. It is generally made up from Masonry or cast iron and bent or tee pipe at the outlet. 19 4. Grease trap:
  20. 20. Sanitaryfittings :- 1.Wash basin 2.Sinks 3.Bath tub 4.Water closet 5. urinals 6.Flushing cistern
  21. 21. Many wash basin designs are available, ranging from surgeon’s basin to small hand basin. They can be obtained to fit into a corner of the room and may be supported on brackets, a pedestal or by a ‘built in’ corbel. A wash basin is usually made of pottery or white glazed earth ware or enameled iron,  etc.  Sometimes,  they are also made of pressed steel or plastic. There are two types of wash basins - the flat back and the angle back.  An ordinary wash basin is mounted on brackets fixed on wall. While a pedestal type basin is mounted on pedestal rising from wall.  They are 21 WASHBASIN
  22. 22. 22 Standard sizes for flat back wash basins are 630 x 450 mm 550 x 400 mm 450 x 300 mm Standard sizes for angle back wash basins are 600 x 480 mm 400 x 400 mm  It has oval shaped bowl.  with overflow slot at the top,  The waste pipe with a metallic strainer is provided at the bottom of the bowl.
  23. 23. 23
  24. 24. SINK   Sinks of all types are in wide use in a multitude of different applications. Such as Surgeon’s scrub sinks, service sinks, lavatories sinks, bar sinks, kitchen sink are just a few of the more common ones used in plumbing systems.  Sinks can be made of porcelain, stainless steel, plastic, fiberglass or any other nonporous material. The sink has an outlet usually of about 40 mm diameter. The outlet pipe discharges water over a floor trap or nahni trap. The mouth of outlet pipe is provided with grating of bras or nickel so that the entry of coarse solid substances is prevented. 24
  25. 25. 25 Common sizes of kitchen sinks: 600 x 400 x 150 mm 600 x 450 x 250 mm 750 x 450 x 250 mm Common sizes for laboratory sinks: 400 x 250 x 150 mm 450 x 300 x 150 mm 600 x 400 x 200 mm
  26. 26. 26
  27. 27. 27 BATHTUBS  A sanitary appliance in which the human body can beA sanitary appliance in which the human body can be immersed and cleansed.immersed and cleansed.  Bath tubs are available in enameled cast iron, pressed steel orBath tubs are available in enameled cast iron, pressed steel or in various types of plastics and acrylics.in various types of plastics and acrylics.  Bath tub should be fixed as low as possible to assist getting inBath tub should be fixed as low as possible to assist getting in and out. The water supply may be pillar tabs or by a specialand out. The water supply may be pillar tabs or by a special fitting incorporating a diverter and a shower.fitting incorporating a diverter and a shower.
  28. 28. 28  For domestic installations, the taps and supply pipes are 19For domestic installations, the taps and supply pipes are 19 mm internal diameter, but for institutions these aremm internal diameter, but for institutions these are sometimes enlarge to 25 mm, to increase the speed ofsometimes enlarge to 25 mm, to increase the speed of filling.filling.  The usual dimensions of both tub are: length : 1.7 to 1.85 m width : 0.70 to 0.75 m depth : 0.6 m
  29. 29. 29
  30. 30. 30 WATERCLOSET  A water closet is a sanitary fitting which is designed to receive human excreta directly and convey to the septic tank or underground sewer through a trap.  It is usually connected to a flushing cistern to flush the closet and discharge the human excrete to the soil pipe.  This is the most common type of plumbing appliance and also known as a toilet. Water closet are usually subdivided according to where they are mounted (floor mounted and wall mounted ) and how they are flushed (tank type and flush valve
  31. 31. 31  The most widely used pattern is the “wash-down”, in which the contents of the pan are removed by gravity water flush. The pan shape has been developed from the earlier long and short hopper types, to provide the minimum of fouling area. They are designed to maintain a 50 mm minimum water seal.  The outlet may be obtained left or right hand and also ‘P’ or ‘S’ as shown; it may be flushed from a high or low level flushing cistern. The high-level cistern provides a more effective flush compare to low level cistern.
  32. 32. 32 The water closets are of three type : 1) Indian type 2) European type 3) Anglo- Indian type
  33. 33. 33 URINAL  They are designed to accept and dispose of liquid humanThey are designed to accept and dispose of liquid human wastes only. The types of urinal are ceramic slab , stall typewastes only. The types of urinal are ceramic slab , stall type and bowl type.and bowl type. Stall urinals has more than one units, with a c/c spacing of 0.6 to 0.7 m. Made up of stoneware, slate and cement. Discharging of waste into soil pipe through floor trap.  Automatic flushing cisterns are generally provided in stall type which operates at regular interval of 10 to 15 mins.  The slab type is cheaper than the stall type , but it does notThe slab type is cheaper than the stall type , but it does not provide the same degree of privacy.provide the same degree of privacy.
  34. 34. 34  The installation of ceramic bowl-type urinal, which haveThe installation of ceramic bowl-type urinal, which have less fouling area then the slab and stall urinals.less fouling area then the slab and stall urinals.  Standard size of these urinals as follows: Flat back pattern 430*260*350 mm Angle back pattern 340*430*265 mm
  35. 35. 35 SLAB URINAL STALL URINALSTALL URINAL
  36. 36. 36
  37. 37. 37 FLUSHINGCISTERN Function : Used to flush away the contents of soil fitting to the drain. It is installed to flush the water closet and urinal. Specification: Fixed 2m and 0.6 m above floor level. Capacity of the cistern from 5 to 15 liters (popular : 9 liter) For Indian w/c, flushing cistern are made from cast iron and fixed at a height of about 1.75 m above the top of the closest pan.
  38. 38. 38 PISTON FLUSHING CISTERN •The piston type flushing cistern, operates as follows: •When the lever is depressed sharply, the piston is lifted, which displaces water over the siphon. •Water discharging down the flush pipe takes some air with it and creates a partial vacuum in the siphon. •The greater air pressure acting upon the water in the cistern forces water through the siphon until air is admitted under the piston, which breaks the siphon action.
  39. 39. 39 AUTOMATIC FLUSHING CISTERN •Automatic flushing cistern designed to discharge its contents of water at regular intervals into a urinal. •The rate at which the water will flush depends upon the rate at which the water is fed into the cistern and for a single installation this should not exceed ten liters per hour. These flush water automatically once in 10 – 15 minutes. •To prevent wastage of water from these cistern, at times when the cistern is not used such as at weekends, an Auto m atic Flo w Cut O ff De vice should be fitted.
  40. 40. 40 • The bell-type flushing cistern is rather noisy but may be used in factories and schools. • The cistern is operated by the chain being pulled down which also lifts the bell. • When the chain is released the bell falls thus displacing water under the bell down the stand pipe. • Siphonic action is then created which empties the cistern. BELL-TYPE FLUSHING CISTERN
  41. 41.  Systemof plumbing:- There are four principal system of plumbing for drainage of building : 1.Single stack system 2.One pipe system 3.Partially ventilated single stack system 4.Two pipe system
  42. 42. 1. Single stacksystem :- This is the simplest system, in which the waste matter from bathrooms , kitchen , sinks etc. As well as foul matter from the WC and urinals are discharged in one single pipe , called the soil pipe and waste pipe . This pipe terminates as the vent pipe at its top , and no separate vent pipe is provided .
  43. 43. 43 • The single stack system Reduces the cost of soil and waste systems. • Branch vent pipes are not required • To prevent loss of trap water seals:- • The trap water seals on the waste traps must be 76 mm deep. • The slopes of the branch pipes are: sink and bath, 18 to 19 mm/m; basin 20-120 mm/m; WC 18 mm/m (min.). • Vertical stack at 200 mm below the centre of the WC branch
  44. 44. 44 2. ONE PIPE SYSTEM • In this system a separate vent pipe is provided and the traps of all water closet , basins, etc, Are commonly ventilated . • In the system all soil and waste water discharge into one common pipe and all branch ventilating pipes into one main ventilating pipe. • This system largely replaces the two pipe system and lent itself very well to use in multi storey developments. • It is far more economical than the two pipe system.
  45. 45. 3. Partially ventilated single stacksystem :- This is a modified form of the single stack system and one pipe system . In this system the waste from WC , basins , sinks , etc , is discharged in to one common soil and waste pipe .
  46. 46. 46 • Close grouping of the sanitary appliances  install the branch waste and soil pipes without the need for individual branch ventilating pipes. • To prevent the loss of trap water seals  WC branch pipe min. 100 mm bore and the angle θ = 90.5° to 95°. • To prevent the loss of trap water seals  basin main waste pipe min. 50 mm bore and the angle θ = 91° to 92.5°. • Five basins or more / length of the main waste pipe exceeds 4.5 m  a 25 mm bore vent pipe connected to main waste pipe at a point between the two basins farthest from the stack.
  47. 47. 47 4. TWO PIPE SYSTEM • In this system separate soil pipe and waste pipe is provided. The discharged from WC is connected to soil pipe while the discharge from bath , sinks , lavatory basins etc. Are connected to waste pipe • The waste stack received the discharge ablutionary fitments and conveyed this to the ground level where it was delivered above the water seal in a trapped gully connected to the drainage system. • The soil stack receives the discharge from soil appliances and delivered it direct to the underground drainage system. The waste and soil water did not combine until they reached the
  48. 48. Testingof drains andpipes :- After laying a house drains and fitting the pipes , their water tightness should be ascertained by applying various test . The drains are usually tested in section between successive chamber and vertical pipe are tested in groups having one common inspection chamber . The following test are usually conducted : 1.Air test 2. coloured water test 3. hydraulic test 4.Smell test 5. smoke test
  49. 49.  Maintenanceof housedrainagesystem:- 1. Entry of undesirable elements : Care should be taken to see that undesirable substances like grit , sand , decayed fruits , vegetables , pieces of clothes leaves , etc . Do not enter the system . 2. Flushing :- It is advisable to flush the system once or twice a day in order to maintain it in working condition . 3. Inspection :- Various unit of house drainage system should be inspected at regular intervals and the obstruction , if any , should be removed . 4. Quality of material :- Good quality material should be used
  50. 50. Precautioninplumbingwork:- 1.For all pipes , fitting , etc. Standard material should be used . Sub –standard material may caused leakage in pipe and fitting . 2.All the joints should be made water tight by wrapping jute thread and white lead paint in the threads , while screwing . 3.Over screwing of pipes , fittings , elbow , tee , sockets , cross etc . Should not be done to avoid cracks . 4.The pipes should be cut at right angle to the axis of the pipe .
  51. 51. Thank you

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