s6 Bmc Module 204

download s6 Bmc Module 204

of 53

Transcript of s6 Bmc Module 204

  • 8/17/2019 s6 Bmc Module 204

    1/53

    Water supply and plumbing details : Plumbing equipments and

    accessories, Types of plumbing  systems, BIS specification. Plumbing

    layout –details of ducts Drainage system. 

    Drawing – Water supply and plumbing layout at the building level. 

  • 8/17/2019 s6 Bmc Module 204

    2/53

    PLUMBING

    includes installation of the pipes, fixtures

    and other apparatus inside a building for

    bringing in the water supply and removingthe liquid and water borne wastes.

    PLUMBING SERVICES

    include services like water supply

    drainage and sanitation 

    Water supply

    includes the requirements of water supply,

    connection of plumbing to public water

    supply, design and construction of water

    within the premises, inspection and

    maintenance of water supply system

    Drainage and Sanitation

    services include design, construction and

    maintenance of drains inside buildings and

    from buildings up to the connections to the

    public sewer, cesspool or other water

    course

    Plumbing systems

    TERMINOLOGY

  • 8/17/2019 s6 Bmc Module 204

    3/53

    Surfaces sources:Lakes, streams, rivers, reservoirs, runoff from roofs and paved areas

    Underground sources:shallow wells, deep wells, artesian wells, artesian springs, land springs

    Water Supply Ststems

    SOURCES OF WATER SUPPLY

    Surface and normal underground supplies

  • 8/17/2019 s6 Bmc Module 204

    4/53

    Artesian water:• By definition, artesian water comes from a source deep within the earth.

    • The water is protected by layers of clay and rock.

    • The opening to the surface is the artesian well.

    • The water is protected from environmental pollution and other forms

    of contamination.

    Artesian wells and springs

    Water Supply Ststems

    SOURCES OF WATER SUPPLY

  • 8/17/2019 s6 Bmc Module 204

    5/53

    Water Supply Ststems

    WATER DISTRIBUTION SYSTEM

  • 8/17/2019 s6 Bmc Module 204

    6/53

    Wholesome water: Suitable for domestic consumption and for foodpreparation purposes. Obtained directly from the water company's main.

    Wholesome is often used instead of potable, ie. fit to drink.

    Greywater: water from showers, baths, taps and washing machines,

    collected, treated, stored and recycled as an alternative to using wholesome

    water for sanitary appliances (WC) and for outdoor uses (gardening).

    Captured or harvested rainwater: rain water collected and stored from roofsand other external surfaces. An old technology that has evolved to become

    integral with contemporary building design. Used for flushing WCs, washing

    machines and garden watering. 

    Cold Water Supply

    DEFINITIONS

  • 8/17/2019 s6 Bmc Module 204

    7/53

    Hard water is water that has high mineral content (mainly calcium and magnesium

    ions) (in contrast with soft water). Hard water minerals primarily consist of calcium

    (Ca2+), and magnesium (Mg2+) metal cations. Hard water is generally not harmful

    to one's health.

    Types of hardness:

    1.Temporary :

    Temporary hardness is caused by a combination of calcium ions and bicarbonate

    ions in the water. It can be removed by boiling the water or by the addition of lime

    (calcium hydroxide). Boiling promotes the formation of carbonate from the

    bicarbonate and precipitates calcium carbonate out of solution, leaving water that is

    softer upon cooling.

    2.Permanent:

    Permanent hardness is hardness (mineral content) that cannot be removed by

    boiling. It is usually caused by the presence in the water of calcium and magnesiumsulfates and/or chlorides which become more soluble as the temperature rises.

    Despite the name, permanent hardness can be removed using a water softener or

    ion exchange column, where the calcium and magnesium ions are exchanged with

    the sodium ions in the column.

    Cold Water Supply

    HARDNESS OF WATER

  • 8/17/2019 s6 Bmc Module 204

    8/53

    Pressure filter- rate of filtration 4 to 12 m3

    per m2 per hour. To backwash, valve A is

    closed and valves B and C opened.

    Compressed air clears the sand of dirt.

    Diameter = 2„4 m.

    Slow sand filter bed - rate of filtration 0.2

    to 1.15 m3 per m2 per hour. Filter beds can

    occupy large areas and the top layer ofsand will require removal and cleaning at

    periodic intervals.

    Cold Water Supply

    FILTRATION OF WATER

  • 8/17/2019 s6 Bmc Module 204

    9/53

    Small domestic filter - the unglazed porcelaincylinder will arrest very fine particles of dirt

    and even micro-organisms. The cylinder can

    be removed and sterilised in boiling water for

    10 minutes.

    Sterilisation and Softening- Sterilisation by

    chlorine injection. Water used for drinkingmust be sterilised. Chlorine is generally used

    for this purpose to destroy organic matter.

    Minute quantities (0.1 to 0.3 p.p.m.) are

    normally added after the filtration process.

    Cold Water Supply

    FILTRATION OF WATER

  • 8/17/2019 s6 Bmc Module 204

    10/53

    Gravitational Distribution:water from gathering grounds is impounded in a reservoir. The water is

    filtered and chlorinated before serving an inhabited area at lower level.

    Pumped distribution:

    water extracted from a river is pumped into a settlement tank, subsequently

    filtered and chlorinated. Pump maintenance and running costs make this

    process more expensive than gravity systems.Ring main distribution:

    water mains supplying a town or village may be in the form of a grid. This is

    preferable to radial distribution as sections can be isolated with minimal

    disruption to the remaining system and there is no more opportunity for

    water to maintain a flow.

    Cold Water Supply

    STORAGE AND DISTRIBUTION

  • 8/17/2019 s6 Bmc Module 204

    11/53

  • 8/17/2019 s6 Bmc Module 204

    12/53

    Pumped distribution:

    Cold Water Supply

    STORAGE AND DISTRIBUTION

  • 8/17/2019 s6 Bmc Module 204

    13/53

    Ring main distribution:

    Cold Water Supply

    STORAGE AND DISTRIBUTION

    C S

  • 8/17/2019 s6 Bmc Module 204

    14/53

    a) Direct system

    This system is used mostly in areas

    where large level of reservoirs provide a

    good mains supplant pressure.In this system all sanitary fittings are

    supplied with cold water direct from the

    mains.

    Cold Water Supply

    COLD WATER SUPPLY SYSTEM

    C ld W t S l

  • 8/17/2019 s6 Bmc Module 204

    15/53

    b) Indirect System

    The indirect system of cold water supply

    has only one drinking water outlet, at the

    sink.

    The system requires more pipework than

    the direct system and is therefore more

    expensive to install, but uniform pressure

    occurs at all cistern-supplied outlets.

    The water authorities prefer this system

    as it imposes less demand on the main.

    Also, with fewer fittings attached to the

    main, there is less chance of back

    siphonage.

    Other advantages of lower pressure

    include less noise and wear on fittings,

    and the opportunity to install a balanced

    pressure shower from the cistern.

    Cold Water Supply

    COLD WATER SUPPLY SYSTEM

    Pl bi t

  • 8/17/2019 s6 Bmc Module 204

    16/53

    Water Supply for Residences

    Cold water storage is provided to allow for up to 24 hour interruption of mains water

    supply. A minimum of 150 to 200 litres per head per day may be considered adequate

    for domestic needs of urban communities.

    Plumbing systems

    COLD WATER STORAGE CALCULATIONS

    Pl bi t

  • 8/17/2019 s6 Bmc Module 204

    17/53

    Requirements for installation and protection of water storage tanks:

    • Tanks must be installed on bases, platforms or supports designed to bear the

    weight of the tank when it is filled to maximum capacity, without unduedistortion taking place.

    • Metal tanks (and other tanks when similarly specified) should be installed with

    a membrane of non-corrosive insulating material between the support and the

    underside of the tank.

    • Tanks must be supported in such a manner that no load is transmitted to the

    attached pipes.

    • Tanks must be accessible for inspection, repairs, maintenance and replacement.

    • Tanks must be provided with a cover, designed to prevent the entry of dust,

    roof water, surface water, groundwater, birds, animals or insects, to prevent

    contamination.

    • Insulation from heat and cold should also be provided.

    • Tanks storing potable water should not be located directly beneath any sanitary

    plumbing or any other pipes conveying non-potable water.

    • Where storage demand exceeds 4500 litres, storage tanks must be duplicated

    and interconnected. For maintenance and repairs each tank must be capable of

    isolation and independent operation.

    Plumbing systems

    COLD WATER STORAGE TANKS

    Pl bi t

  • 8/17/2019 s6 Bmc Module 204

    18/53

    Plumbing systems

    COLD WATER STORAGE TANKS

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    19/53

    Plumbing systems

    Water mains

    Water mains connection to buildings

    The grid distribution of underground pipe

    work enables sections to be isolated for

    repair and maintenance without severe local

    distribution.

    Connections to the grid are made by the

    local water authority or its approvedcontractor at the expense of the developer or

    building owner.

    An isolation stop valve is usually provided at

    the crown of the water main and a

    communicating pipe terminated inside the

    property boundary with another stop valvefor the building owner’s use.

    The pipe remains the water authority’s 

    property, but the service pipe is the

    responsibility of the building owner.

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    20/53

    Plumbing systems

    Water meters

    •Water meters are installed at the caution of the local water authority.

    •All buildings should have metered water supply.

    •Meters are either installed in the communication pipe, or by direct annular connection

    to the stop valve.• If underground location is impractical, the water authority may agree internal

    attachment to the rising main.

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    21/53

    Pipes may be of any of the following materials:

    cast iron, reinforced concrete, prestressed concrete, galvanized mild steel tubes,

    copper, brass, wrought iron, asbestos cement, polyethylene, unplasticized PVC,

    chlorinated PVC, or stainless steel.

    The material chosen shall be resistant to corrosion, both inside and outside or shall be

    suitably protected against corrosion.

    Polyethylene and unplasticized PVC pipes shall not be installed near hot water pipes or

    near any other heat sources.

    The data required for determining the size of the communication and service pipes are:

    a) the maximum rate of discharge required;

    b) the length of the pipe; and

    c) the head loss by friction in pipes, fittings and meters.

    Plumbing systems

    MATERIALS FOR PIPES

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    22/53

    • The fixture unit concept is a method of calculating drinking-water supply

    and drainage piping requirements within buildings where economies may

    be made in construction costs.• All pipes should be of such a size as to be capable of serving the fixtures

    to which they are connected when all other fixtures in the building are

    being operated at the same time.

    • A fixture unit (f/u) value is assigned to each type of fixture based on its

    rate of water consumption, on the length of time it is normally in use and

    on the average period between successive uses.• The fixture unit values are added and this gives a basis for determining

    the flow that may be expected in a water or drainage pipe to which two

    or more fixtures are connected. The total is then reduced by a factor,

    usually in the order of 0.6 to 0.7, but depending upon the margin of

    simultaneous use protection necessary under local conditions

    • The total number of fixture units connected to each branch pipe is then

    added, multiplied by the factor referred to above, and the result used to

    calculate the flow in water or drainage pipes in accordance with tables in

    national building codes

    Plumbing systems

    FIXTURE UNIT CALCULATIONS

  • 8/17/2019 s6 Bmc Module 204

    23/53

  • 8/17/2019 s6 Bmc Module 204

    24/53

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    25/53

    Plumbing systems

    Joints on Water Pipes

    Copper pipes may be jointed by bronze

    welding. Non-manipulative compression

     joints are used on pipe work above ground

    and manipulative compression joints  are

    used on underground pipe work.

    Capillary joints have an integral ring of soft

    solder. After cleaning the pipe and fitting

    with wire wool and fluxing, heat application

    enables the solder to flow and form a joint.Solder alloy for drinking water supplies must

    be lead free, i.e. copper and tin.

    The Talbot joint is a push-fit joint for

    polythene pipes. A brass ferrule or support

    sleeve in the end of the pipe retains the pipe

    shape. Threaded joints on steel pipes aresealed by non-toxic jointing paste and hemp

    or polytetrafluorethylene (PTFE) tape.

    A taper thread on the pipe will help to

    ensure a water-tight joint. Union joints

    permit slight deflection without leakage.

  • 8/17/2019 s6 Bmc Module 204

    26/53

    Cold Water Supply

  • 8/17/2019 s6 Bmc Module 204

    27/53

    The drain valve has several applications and is

    found at the lowest point in pipe systems,

    boilers and storage vessels.For temperatures up to 100C valves are usually

    made from brass.

    For higher temperatures gun metal is used.

    Brass contains 50% zinc and 50% copper. Gun

    metal contains 85% copper, 5% zinc and 10%

    tin.

    Cold Water Supply

    Valves Used for Water

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    28/53

    Plumbing systems

    Taps Used for Water

    The pillar tap is used to supply water to basins,

    baths, bidets and sinks. Combined hot and cold

    pillar taps are available with fixed or swiveloutlet. The outlet of these taps must be bi-

    flow, i.e. separate waterways for hot and cold

    water to prevent crossflow of water within the

    pipework.

    The bib tap is for wall fixing, normally about

    150mm above a sanitary appliance. The

    `Supatap‘ bib tap permits a change of washer

    without shutting off the water supply. It is also

    available in pillar format. Quarter-turn taps are

    easy to operate by hand or elbow, therefore

    are suitable for use by the disabled and

    medicalpractitioners.

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    29/53

    The `Supatap' bib tap permits a change ofwasher without shutting off the water supply.

    It is also available in pillar format. Quarter-turn

    taps are easy to operate by hand or elbow,

    therefore are suitable for use by the disabled

    and medical practitioners.

    Plumbing systems

    Taps Used for Water

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    30/53

    Drainage — The removal of any liquid by a system constructed for the purpose. 

    Plumbing systems

    DRAINAGE SYSTEMS

    Systems of Drainage

    a) Combined system 

     A system in which foul water

    (sewage) and surface water

    are conveyed by the same

    sewers and drains.

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    31/53

    Plumbing systems

    DRAINAGE SYSTEMS

    b) Separate system

     A system in which foul water

    (sewage) and surface water

    are conveyed by the separate

    sewers and drains.

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    32/53

    g y

    DRAINAGE SYSTEMS

    c) Partially separate system

     A modification of the separate

    system in which part of the

    surface water is conveyed by

    the foul (sanitary) sewers and

    drains.

  • 8/17/2019 s6 Bmc Module 204

    33/53

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    34/53

    g y

    DRAINAGE SCHEME

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    35/53

    Pipe System—

     The system to be adopted will depend onthe type and planning of the building in which it is to be

    installed and will be one of the following:

    a) Single stack system

     A system in which there is one soil pipe into which allwater closets, baths, sinks, and basins discharge. In

    this system there is no trap ventilation.

    b) Single stack Partially Vented

    (or One-pipe system Partially vented)—In addition to

    the single stack system, there is a relief vent, which

    ventilates only the traps of water closets.

    g y

    PIPE SYSTEM

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    36/53

    PIPE SYSTEM

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    37/53

    c) One-pipe system 

    The system of plumbing in which the

    wastes from the sinks, baths and wash

    basins, and the soil pipe branches are

    all collected into one main pipe, which

    is connected, directly to the drainage

    system. Gully traps and waste pipes

    are completely dispersed with, but all

    the traps of the water closets, basins,

    etc, are completely ventilated to

    preserve the water seal.

    PIPE SYSTEM

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    38/53

    d) Two-pipe system

    The system of plumbing in which soil

    and waste pipes are distinct and

    separate. The soil pipes being

    connected to the drain direct and

    waste pipes through a trapped gully.

    All traps of all appliances are

    completely ventilated in this system.

    PIPE SYSTEM

  • 8/17/2019 s6 Bmc Module 204

    39/53

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    40/53

    LOSS OF TRAP WATER SEAL

    The most obvious cause of water seal loss is leakage due to defective fittings or poor

    workmanship. Otherwise, it may be caused by poor system design and/or

    installation:

    Self siphonage : as an appliance discharges, the water fills the waste pipe and

    creates a vacuum to draw out the seal. Causes are a waste pipe that is too long,

    too steep or too small in diameter.

    Induced siphonage :  the discharge from one appliance draws out the seal in the

    trap of an adjacent appliance by creating a vacuum in that appliance's branch

    pipe. Causes are the same as for self-siphonage, but most commonly a shared

    waste pipe that is undersized. Discharge into inadequately sized stacks can have

    the same effect on waste branch appliances.

    Back pressure : compression occurs due to resistance to flow at the base of a

    stack. The positive pressure displaces water in the lowest trap. Causes are a too

    small radius bottom bend, an undersized stack or the lowest branch fitting too

    close to the base of the stack. Capillary action - a piece of rag, string or hair caught on the trap outlet.

    Wavering out gusts of wind blowing over the top of the stack can cause a partial

    vacuum to disturb water seals.

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    41/53

    LOSS OF TRAP WATER SEAL

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    42/53

    CESSPOOLS

    A cesspool is an acceptable method of foul

    water containment where main drainage is notavailable. It is an impervious chamber

    requiring periodic emptying, sited below

    ground level. Traditional cesspools were

    constructed of brickwork rendered inside with

    waterproof cement mortar. Precast concrete

    rings supported on a concrete base have alsobeen used, but factory manufactured glass

    reinforced plastic units are now preferred. The

    Building Regulations require a minimum

    capacity below inlet level of 18000 litres. A

    cesspool must be impervious to rainwater, well

    ventilated and have no outlets or overflows. Itshould be sited at least 15 m from a dwelling.

    Capacity is based on 150 litres per person per day at 45 day emptying cycles,

    e.g. a four person house: 4x150x45=27000litres (27m3)

    Plumbing systems

  • 8/17/2019 s6 Bmc Module 204

    43/53

    SEPTIC TANK

    Where main drainage is not available a septic tank is preferable to a cesspool. A septic

    tank is self-cleansing and will only require annual desludging. The tank is a watertight

    chamber in which the sewage is liquefied by anaerobic bacterial activity. Traditionally

    built tanks are divided into two compartments with an overall length of three times thebreadth. Final processing of sewage is achieved by conveying it through subsoil drainage

    pipes or a biological filter.

    Capacity C= (180 X P) + 2000

    e.g. a ten person house C=(180x10)+2000=3800litres (3.8m3)

    Plumbing systems

    SEPTIC TANK

  • 8/17/2019 s6 Bmc Module 204

    44/53

    SEPTIC TANK

    Plumbing systems

    SANITARY FITTINGS W t Cl t

  • 8/17/2019 s6 Bmc Module 204

    45/53

    SANITARY FITTINGS - Water Closets

    Plumbing systems

    SANITARY FITTINGS W t Cl t

  • 8/17/2019 s6 Bmc Module 204

    46/53

    SANITARY FITTINGS - Water Closets

    Plumbing systems

    APPLIANCES B i d t b

  • 8/17/2019 s6 Bmc Module 204

    47/53

    APPLIANCES – Basins and tubs

    Plumbing systems

    APPLIANCES B i

  • 8/17/2019 s6 Bmc Module 204

    48/53

    APPLIANCES – Basins

  • 8/17/2019 s6 Bmc Module 204

    49/53

    Plumbing systems

    APPLIANCES Bidets

  • 8/17/2019 s6 Bmc Module 204

    50/53

    APPLIANCES – Bidets

    Plumbing systems

    APPLIANCES Kitchen

  • 8/17/2019 s6 Bmc Module 204

    51/53

    APPLIANCES – Kitchen

  • 8/17/2019 s6 Bmc Module 204

    52/53

  • 8/17/2019 s6 Bmc Module 204

    53/53