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Introduction to Water Distribution

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Title: Introduction to Water Distribution


1
Introduction to Water Distribution
  • Water Solutions Inc
  • 2006
  • Class 5 79 Slides

2
Hydrants Meters
  • Types of hydrants parts
  • Hydrant inspection installation
  • Meter types, reading testing
  • Meter maintenance repair
  • Backflow and Cross connection terminology, types
    locations
  • Types of Corrosion monitoring systems

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4
Fire Hydrants
  • Who maintains them?
  • Mostly the water utilities
  • Few communities the fire dept does.
  • Fire Hydrants are for public protection.
  • Failure to maintain and ensure operation can lead
    to the utility becoming liable for damage due to
    fire in event hydrant does not work.

5
Fire Hydrants
  • Placement of Hydrants
  • Other uses of Fire Hydrants
  • Flushing of water mains
  • Flushing sewers
  • Supply for street washers other municipal
    functions
  • Water source for construction jobs

6
Fire Hydrants
  • Other uses of Fire Hydrants
  • Hydrants on dead ends
  • Hydrants on busy streets
  • Hydrants in locations with high groundwater
  • Everyone who uses hydrants should be instructed
    in their proper operation

7
Fire Hydrants
  • Hydrant operation
  • Hydrants should only be placed on mains 6 or
    larger
  • Mains must have a minimum pressure of 20psi
    during fire flow demand
  • Hydrant operation can disturb sediments and
    increase customer complaints
  • Hydrants should always be closed slowly to reduce
    water hammer

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9
Fire Hydrants
  • Types of Hydrants
  • Dry-Barrel Hydrants
  • Wet-Barrel Hydrants
  • Warm climate hydrants
  • Flush Hydrants

10
Fire Hydrants
  • Dry-Barrel Hydrant
  • Wet-Top
  • Dry-Top
  • Main valve and drain in base
  • Main valve opens and fills barrel with water.
    When main valve is closed the drain opens (at
    same time as main valve closes) and drains
    hydrant barrel.

11
Fire Hydrants
  • Dry-Barrel Hydrant (page 160)
  • (Valve Classification)
  • Standard Compression
  • Valve closes against pressure
  • Slide Gate Hydrant
  • Main valve is a simple gate valve
  • Toggle (Corey)
  • Valve closes horizontally and barrel extends
    below branch line

12
  • Wet-Top
  • Operating rod or main rod stays submerged when
    barrel is wet
  • Dry-Top
  • Packing isolates threaded end of main rod from
    water when barrel is wet

13
Fire Hydrants
  • Dry-Barrel Hydrant (page 162) fig 6-8
  • (Breakaway)
  • Barrel designed to break on impact limiting
    damage to upper part of barrel. Operating rod
    also designed to break
  • Minimizes costs and time of repairs.

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17
Fire Hydrants
  • Warm Climate Hydrants
  • Two part barrel (lower) is filled with water at
    all times with main valve at ground level to
    separate upper barrel
  • No drain mechanism

18
Fire Hydrants
  • Wet Barrel Hydrants
  • Barrel is filled with water at all times
  • NO main valve, instead each nozzle has a valve.
  • Cannot be used in areas that are subject to
    freezing
  • Large water waste if damaged in traffic

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Fire Hydrants
  • Flush Hydrants
  • Entirely below ground
  • Usually Dry-Barrel type
  • Airport aprons Taxiways
  • Pedestrian malls
  • Other areas where above ground obstructions are
    undesirable or cause a safety hazard

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22
Fire Hydrants
  • Fire Hydrant Parts
  • Upper Section
  • Nozzle or head of hydrant
  • 5-sided operating nut usually at top of hydrant
  • Cap or bonnet over barrel of hydrant
  • Outlet nozzles
  • Threaded bronze NAS Threads (may differ)
  • (2) 2 ½ and (1) 4 ½ nozzles
  • Cast iron nozzle caps with nut to match operating
    nut

23
Fire Hydrants
  • Fire Hydrant Parts
  • Lower Section
  • Lower Barrel, Main Valve and Base
  • Lower Barrel carries water between base and upper
    barrel (conduit)
  • Buried so connection between upper barrel is 2
    above ground.
  • Main Valve
  • Operating stem, resilient valve gasket other
    parts
  • Base
  • Cast Iron and houses valve assembly
  • Flanged to connect to main

24
Fire Hydrants
  • Fire Hydrant Parts
  • Auxiliary Valves
  • Isolation Valve
  • Allows isolation of hydrant for repair or
    maintenance
  • Attached to flanges of Base (hydrant) and Main
    (supply)

25
Fire Hydrants
  • Fire Hydrant Inspection
  • Inspection checklist to include
  • Direction to open hydrant
  • Counterclockwise and marked on hydrant open to
    stops
  • Size shape of operating nut
  • Depth of bury
  • Distance to main below surface
  • Size and type of inlet connection
  • Did you get what you ordered
  • Main valve size
  • Outlet nozzle sizes configuration
  • Nozzle thread dimensions

26
Fire Hydrants
  • Fire Hydrant Installation
  • Installation considerations
  • Location
  • Set back 2 from curbing
  • Pumper nozzle always faces the street
  • Footing and Blocking
  • Set on footing that will not rot or settle
  • Must be plumb (perfectly vertical)
  • Must be blocked to protect from movement thrust
    excavation to retain undisturbed earth for
    block
  • Common to use two shackles to connect base to
    main
  • Drainage
  • Color

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Fire Hydrants
  • Fire Hydrant Installation
  • Testing
  • Hydrants should be pressure tested separate from
    the main
  • Open hydrant fully fill with water
  • Vent air from hydrant
  • Apply pressure, up to maximum of 150psi
  • Check for leaks
  • Repair or replace components that leak

29
Fire Hydrants
  • Fire Hydrant Operation
  • Operated by (1) person with a 15 wrench
  • Dry-barrel hydrant should always have main valve
    opened or closed 100
  • Failure to do so will leave drain valve partially
    open and loss of flow/water will occur
  • Main valves are not designed to throttle flow and
    should not be used to do so

30
Fire Hydrants
  • Fire Hydrant Maintenance
  • Visual Inspection
  • Listen for seat leakage
  • Check mechanical components
  • Actuate valve to test components
  • Drain
  • Operating Nut
  • Preventative Maintenance
  • Lubricate applicable components

31
Fire Hydrants
  • Hydrant Flow Testing
  • As mains age and systems expand flow testing
    should be performed to
  • Determine the need for additional feeder or
    arterial mains
  • Determine the condition of the pipe schedule
    cleaning if necessary.
  • Records should be kept of all hydrants

32
Fire Hydrants
  • Hydrant Safety
  • Hydrants can cause injury or problems if
  • The full force of the water comes in contact with
    persons
  • Freezing temperatures and streams from hydrants
    can cause slick surfaces
  • Pedestrians as well as traffic
  • Potential cross connections to sewers
  • Connected hoses must be secured or they may flail
    about and strike someone

33
Water Meters
34
Types of Water Meters
  • Positive-displacement meters
  • Compound meters
  • Current meters
  • Detector-check meters
  • Proportional meters
  • Venturi meters
  • Orifice meters
  • Pitometers
  • Magnetic meters
  • Sonic meters

35
Water Meters
  • Large-Customer Meters (Compound Meters)
  • Large Customers Municipal / Industrial /
    Commercial
  • Compound Meters
  • Current Meters
  • Detector Check Meters

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Water Meters
  • Meter Sizing
  • Expected maximum demand for year
  • Pressure at point of connection
  • Friction losses in service line, meter and
    plumbing
  • Range of flow rates expected on service
  • Meter typically installed one size smaller than
    the service
  • Residential Meters
  • Most are 5/8 or ¾ inch
  • Commercial Meters
  • Most are 1-2
  • Flushometer toilets may require larger meter
  • Meter guidelines

38
Water Meter Installation
  • General Considerations
  • Not Installed in area where flooding w/
    non-potable water is a problem
  • Up and downstream shut off for repair
  • Horizontal installation
  • Accessible
  • Easy to read either visually or remotely
  • Not a hazard to public
  • Seals attached to register to prevent tampering
  • Supported if larger installations
  • By-pass or multiple meters on larger services to
    prevent discontinuation of service if repair is
    needed.
  • BENEFITS OF A MANIFOLD

39
Water Meters
  • Manifold Installation
  • Benefits of a manifold
  • In a manifold installation all but one of the
    meters should have a backpressure valve on the
    outlet. This will allow subsequent meters to
    register only as flow increases.

40
Water Meters
  • Meter Connections
  • Screwed (Up to 1)
  • Flanged
  • Meter Installation (indoor outdoor)
  • Maximum and minimum heights
  • Types of meters
  • Access to meters
  • Large Meter installation
  • Supported
  • Adequate work space 20 from vertical walls and
    24 of head space from highest point on meter
  • Thrust Blocking if necessary

41
Water Meters
  • Meter Reading
  • Gallons or Cubic Feet
  • May have multiplier 10X or 1,000X
  • Circular or straight
  • Direct Readout (Problematic ?)
  • Remote Reading
  • Signal is pulsed to a remote totalizer
  • Plug in readers
  • Electronic meter reading (Scanning)
  • Automatic meter reading

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43
Water Meters
  • Meter Testing
  • Testing Frequency
  • Meters wear and may not register at low flows.
  • Meter Test Procedure
  • Run a variety of flow rates through meter to
    determine meter efficiency
  • Pass known quantities of water through meter at
    various flow rates
  • Meet accuracy limits on different rates

44
Water Meters
  • Meter Repair
  • Dismantling the meter
  • Cleaning the parts
  • Inspection of parts for wear
  • Replacing or repairing parts as necessary
  • Reassembly
  • Retest the meter
  • Replacement vs. Repair
  • Meter Records
  • Installation / Repair History documented

45
Water Meters
  • Mainline Meters
  • Current
  • Proportional
  • Venturi
  • Orifice
  • Magnetic
  • Ultrasonic

46
Cross Connection
47
Cross-Connection Control
  • Definitions
  • Backflow
  • Flow of any liquid, gas, or other substances back
    into a potable water system
  • Backpressure
  • Backsiphonage
  • Cross-Connections
  • Any physical connection or structural arrangement
    that would allow backflow or backsiphonage
    between a potable water system and any other
    water source or system to occur.

48
Cross-Connection Control
  • Public Health Impact
  • Health impacts can result due to cross
    connections as a result of
  • Improper design and construction of system
  • Modifications to existing system and structures
  • Cost cutting on plumbing and backflow devices
  • Failure to test and repair backflow prevention
    devices

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Cross-Connection Control
  • Public Health Impact
  • Diseases attributed to cross-connections
  • Dysentery
  • Gastroenteritis
  • Hepatitis
  • Salmonellas
  • Chemical contamination attributed to
    cross-connections
  • Fertilizers
  • Pesticides
  • Boiler-chemical contamination

51
Backflow Control Methods Devices
  • If a cross connection is found it must be removed
    or proper backflow prevention devices be
    installed.
  • Backflow Prevention Measures
  • Air Gaps
  • Reduced Pressure Zone Backflow Preventers (RPB)
  • Double Check Valve Assemblies
  • Vacuum Breakers (atmospheric and pressure)
  • Barometric loop

52
Backflow Control Methods Devices
  • Air Gap
  • Most effective and is accepted in all cross
    connection situations and for all degrees of
    risk.
  • The gap between the supply outlet and the
    overflow of the downstream receptacle must
    measure (2) times the diameter of the outlets tip
    but no less than 1

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Backflow Control Methods Devices
  • Reduced-Pressure-Zone backflow preventer (RPBP)
  • Consists of (2) spring loaded check valves with a
    pressure regulated relief valve located between
    them.
  • RPBP Devices should be maintained regularly

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Backflow Control Methods Devices
  • Double Check Valve Assemblies
  • Consists of (2) spring loaded check valves
  • Not recommended where health hazard may result
    from failure.
  • Double check devices should be maintained
    regularly

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61
Backflow Control Methods Devices
  • Vacuum Breakers
  • Intended to protect against backsiphonage but not
    back pressure.
  • Check valve and vent open to atmosphere.
  • Backpressure
  • Barometric Loop
  • Loop that is taller than 33.9ft feet (35 above
    the highest liquid level) and open to atmosphere
    will prevent backsiphonage.
  • No longer installed because ineffective vs.
    backpressure.

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64
Backflow Control Methods Devices
  • Other Methods
  • Complete separation
  • Often voided due to flexible temporary
    connections, swing connections and spool pieces.
  • Responsibility for Cross-Connection Control
    programs may reside upon the water supplier.

65
Cross-Connection Control Program
  • State and local laws will delineate
    responsibility for program and its development.
  • If the water utility does assume control of the
    CCC then it has authority to
  • Take actions to protect the water supply
  • Authority to locate, remove or protect all cross
    connections in the system
  • Establish procedures for obtaining the
    cooperation of the public in its mission to
    protect from cross connections.

66
Cross-Connection Control
  • Cross-Connection Control Program
  • Records and Reports
  • Records and reports are utilities insurance
    against litigation in event of a cross connection
  • Water Customers have the right to know about
    cross connections or hazardous conditions that
    they may be exposed to. Information about cross
    connections should be made available to the
    public
  • Inspections should be performed according to a
    schedule and the records and reports should
    reflect this schedule.
  • Only qualified and authorized individuals should
    make periodic test and inspections on backflow
    devices and report on their findings.

67
Distribution System O M
68
Distribution System O M
  • System Inspection
  • System Inspections should be part of regular
    operation and maintenance schedule (All determine
    health of system)
  • Fire Flow
  • Loss of Head
  • Check by isolating section and placing pressure
    gage at entrance and exit of line. Pressure drop
    is monitored
  • Pressure
  • Between 35 100 psi (20 psi minimum under fire
    flow)
  • Checked at hydrant
  • Leakage
  • Isolation of sections of main and pressure drop
    indicates leakage
  • Chemical bacteriological Tests
  • Corrosion problems
  • Quality degradation
  • Taste and Odor
  • Safe!

69
Distribution System O M
  • Lining Water Mains
  • Cement Mortar Lining
  • Sliplining
  • Pulling or pushing a high density polyethylene
    pipe through main.
  • Valves, tees, and services must be re-cut

70
Distribution System O M
  • Leak Detection
  • Difference between all metered amount and amount
    pumped into system is known as unaccounted for
    water.
  • Large Leaks
  • Easy to find
  • Small Leaks
  • Difficult to find

71
Distribution System O M
  • Leak Detection
  • Listening Surveys
  • Acoustic devices (sound waves generated by
    escaping water)
  • Mechanical Aquaphone and Geophone
  • Electronic amplifiers
  • Steps to perform a leak survey

72
Distribution System O M
  • Leak Detection
  • Water Audit is a combination of flow measurement
    and listening surveys. (only good if meters are
    accurate)
  • Step 1 24hr measurement of water entering
    system
  • Step 2 Break system down into smaller areas and
    again measure 24hrs
  • Step 3 Identify probable areas for leakage
    based upon surveys.
  • Use ration of Minimum night rates (1000pm to
    600pm) to total consumption
  • Residential ratios should be between .35 to .40
  • Greater than .40 indicates probable leakage
  • Step 4 Flows should be measured between 1000pm
    and 600am. Unusually large flow rates should be
    sounded
  • Step 5 Repair Leak
  • Step 6 Check flow into area again to determine
    additional leaks or if problem is resolved.

73
Distribution System O M
  • Flushing
  • Cleaning
  • Emergency Repairs
  • What to do in the event a major leak is reported

74
Distribution System O M
  • Emergency Repairs
  • Excavate
  • Needed Equipment cont.
  • Pipe cutters/saws
  • Repair clamps, couplings and sleeves
  • Air compressor (for asphalt demolition
  • Generator lights
  • Safety Ropes PPE
  • Leak Repair
  • Section pipe
  • Clamp or coupling
  • Restoration
  • Site restored to original condition
  • Record Keeping
  • Maintained for future reference

75
Corrosion
76
Types of Corrosion
  • Internal Corrosion
  • Pipe Coating, internal and external
  • phosphate treatment
  • pH adjustment
  • External Corrosion
  • Soil analysis
  • Coating or wrapping of pipe in trench
  • Alternative materials (PVC or PE)
  • Cathodic Protection on Pipe
  • Galvanic Corrosion
  • Dielectric Couplings
  • Replacement
  • Stray Current corrosion

77
Corrosion Prevention
  • Cathodic Protection
  • Sacrificial Anodes
  • Galvanic anodes- magnesium or zinc castings that
    are connected to the pipe through insulated lead
    wires.
  • Impressed Current
  • External DC power source to make the pipe
    cathodic with respect to a bank of graphite or
    cast iron rods connected as anodes.

78
System Corrosion Monitoring
  • 1. Langlier Index
  • Calcium carbonate saturation indices do not have
    any significant predictive value for the
    corrosion and leaching of lead, zinc, and copper
    from services.
  • The langlier index is a common index used for
    corrosion protection of pipe by a thin film of
    CaCo3 on the interior of pipes

79
System Corrosion Monitoring
  • 2. Coupon Stations
  • Representative locations in your system
  • 3gpm flow
  • 3 metal types (representative of system)
  • Semi- or annual inspection of coupons

80
Coupon Station
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