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Module 7 Water Resources

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Wastes travel in gravity mains to the treatment plant or to a lift station, ... Air-gap separations and cross-connections. Back-flow prevention devices ... – PowerPoint PPT presentation

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Title: Module 7 Water Resources


1
Module 7Water Resources
  • BCN 1582
  • International Sustainable Development

2
Water Resources
  • ...As the common denominator in virtually every
    ecosystem, water resources serve as the
    cornerstone of human society and sustainment...
  • Problem
  • Regional water demands exceeding hydrologic
    regeneration

3
Water Resources
  • Cause
  • Regional population growth and over development
  • Climatic and hydrogeologic forces
  • Effect
  • Increasing water resource overdraft and
    withdrawal
  • Increasing waste discharge and resource
    contamination

4
Water Resources in Florida
  • Use of potable water in Florida increased a
    factor of 6 in the last 90 years with 25 of the
    increase occurring in the last 25 years

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Hydrologic Cycle
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Entry Points for Aquifer Contamination
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Hydrologic Cycle
  • Approximately 500 billion gallons per day
    withdrawn from surface and underground (aquifer)
    reservoirs worldwide
  • Drinking and food preparation (potable)
  • Cleaning and washing (potable)
  • Irrigation (non-potable)
  • Waste removal (non-potable)
  • Industrial processes (either)

18
Water Quality
19
Eutrophication
  • Eutrophication is the process of becoming better
    nourished either naturally or artificially.
  • Humans speed up this natural process by releasing
    nutrients, particularly phosphorus, into rivers
    and lakes through municipal and industrial
    effluent and through increased soil erosion by
    poor land use practices.
  • Eventually, a lake has high nutrient
    concentrations and dense growths of aquatic weeds
    and algae.
  • These plants die and decompose causing depletion
    of dissolved oxygen in the water.
  • This process often results in fish kills and
    changes in a lake's fish species.

20
Algae Bloom, Lake Okeechobee
21
Building Hydrologic Cycle
22
Use of Water in Buildings
  • Water Supply Systems
  • From the storage reservoirs, water is pumped to a
    water treatment plant.
  • Water is strained and filtered to remove solids,
    aerated to remove dissolved gases and then
    disinfected with chlorine.
  • Water towers store pumped water from treatment
    plants and produce the gravity pressure needed to
    force water through water mains.
  • Syn. With a human blood circulatory system

23
Use of Water in Buildings
  • Water treatment plants
  • GRU 40 million gallons per day (MGD)
  • Supply Wells
  • GRU 13 supply wells to aquifer
  • Storage
  • GRU 19.5MGD
  • Distribution Mains
  • GRU 5 - 750HP pumps pressurizing 898 miles of
    mains (? 8)

24
Use of Water in Buildings
25
Use of Water in Buildings
  • Fuel oil at power plant 150,000Btu/gal
  • _at_35 generation efficiency 52,500Btu
  • 52,500Btu/3,413Btu/kW 15kW
  • 10 line loss 13.5kW
  • _at_ 80 pump efficiency 10.8kW net output
  • 5 x 750HP pumps 3,750HP
  • _at_ 0.746HP/kW 5,030kW
  • 5,030kW/10.8kW 465gal of fuel oil/hour
  • 4 million gallons fuel oil per year
  • 900,000lbs of air emissions

26
Watergy
  • Distribution Watergy
  • Approximately 480kW base load
  • Approximately 12,000kWh per day average energy
    consumption
  • Approximately 0.5-1.0 kWh per 1000 gallons
    potable water distributed
  • Approximately 2.5-4.0 kWh per 1000 gallons
    potable water distributed
  • Approximately 12.0-15.0kWh per mile of
    distribution (system average)

27
Watergy
28
Use of Water in Buildings
  • For every 1ft in elevation, water head pressure
    increases 0.433 pounds per square inch (psi) as a
    result of gravity

29
Use of Water in Buildings
  • Backflow Prevention
  • Double check-valve assembly
  • Meters
  • High Low Flow Meter Configuration

30
Use of Water In Buildings
31
Use of Water in Buildings
  • Wastewater Systems
  • Wastes leaving the building are gravity fed by
    a sanitary lateral to a gravity main.
  • Wastes travel in gravity mains to the treatment
    plant or to a lift station, where wastes are
    moved up-hill to another gravity main or directly
    to the treatment plant.
  • As wastes move closer to the treatment plant and
    combine with wastes from other buildings, the
    number of mains decreases but size increases a
    2x increase in diameter results in a 4x increase
    in flow (?r2)

32
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33
Use of Water in Buildings
  • Wastewater treatment plants
  • GRU 17.5 million gallons per day (MGD)
  • Gravity Mains
  • GRU 485 miles
  • Force Mains
  • GRU 117 miles
  • Lift Stations
  • GRU 142

34
Use of Water in Buildings
  • Municipal System
  • Sewage is first directed to settling tanks, where
    solids precipitate to the bottom. Followed by
    biological treatment, in which microorganisms
    digest remaining organic material in the water.
  • The water is then filtered, disinfected with
    chlorine and discharged to surface waters or
    infiltration basins. The residual solid waste is
    often processed as agricultural fertilizer
    (miligoranite)

35
Use of Water in Buildings
36
Use of Water in Buildings
  • Septic system
  • Solids settle to the bottom of a septic tank and
    organics are consumed by microorganisms. As the
    tank fills, the effluent flows out of the tank
    through porous drain pipes that distribute the
    water into the soil. The water is filtered
    through thick layers of soil and rock on its
    return to the aquifer.

37
Use of Water in Buildings
38
Use of Water in Buildings
  • In most commercial buildings 75 or more of all
    potable water used serves toiletry fixtures

(Commercial)
(Residential)
39
Sustainable Water Alternatives
  • Low-flow fixtures
  • Rainwater harvesting
  • Grey water recycling (on-site reclamation of
    water from potable fixtures)
  • Reclaimed water (municipal treated wastewater
    or black water)
  • Low-use landscaping

40
Sustainable Water Alternatives
  • ... water to waste ratio in a conventional water
    closet is nearly 801...
  • Reduce
  • Water consumption in residential environments can
    be reduced between 19 - 44 using low-flow
    fixtures
  • Low volume toilets reduce water use 50 or more
    per flush
  • Aerated shower and lavatory fixtures reduce flow
    rates from 4.5gpm to 1.5gpm or less
  • Pressure relief valves reduce water pressures
    from 80psi to 35-40psi
  • Passive irrigation techniques and Xeriscapingtm
    reduce water use a further 15-40

41
Water Conserving Fixtures
  • Incinerating
  • Ultra-low flow
  • Pressure-assisted
  • Composting
  • Waterless urinals
  • Double-tank

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43
Waterless Urinals
44
Rainwater Harvesting
  • Catchment area (Roof)
  • Conveyance System (Gutters, downspouts)
  • Filtration (Roof wash, chemical)
  • Storage (Cistern)
  • Distribution (Gravity vs. pumps)

45
Rainwater Harvesting
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47
Catchment Area
  • Evaporative absorption Losses
  • Metal roofing (-0)
  • Concrete asphalt (-10)
  • Built up tar and gravel roofing (-15)
  • Runoff
  • Asphalt materials
  • Zinc and lead
  • Treated wood and lead
  • Detritus

48
Cisterns
  • Plastics
  • Steel
  • Masonry
  • Ferrocement
  • Stone
  • Monolithic concrete
  • Wood
  • Flexible/degradable
  • Flexible/corrosion
  • Durable/ maintenance
  • Durable/cracking
  • Durable/maintenance
  • Durable/cracking
  • Durable/expensive

49
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50
Gray Water
51
Sustainable Water Alternatives
52
Sustainable Water Alternatives
  • ...34-90 of all potable water used in most
    residential and commercial structures is used by
    non-potable fixtures...
  • Reclaimed Water (treated wastewater)
  • Irrigation
  • Toilet and urinal flushing
  • Mechanical make-up and trap priming
  • Fire suppression
  • Ornamental and aesthetic impoundments
  • Wetlands restoration
  • Indirect groundwater and aquifer recharge

53
Living Machine
54
Constructed Wetlands
55
Sustainable Water Alternatives
  • ... the economics and reliability of protecting
    the user from accidental access, contact, or
    ingestion from non-potable reuse
  • Maximum obtainable separation distances
  • Pressure differentials
  • Air-gap separations and cross-connections
  • Back-flow prevention devices
  • Color coding and material differentiation
  • Identifications and warning signatures
  • Aesthetic reuse water dyes
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