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Water Demand
       &
Flow Calculations

   Lokhaze Ali
 Visiting Faculty
NICE, SCEE, NUST
Thought of the Day




     Water Demand & Flow Calculations   2
Water Use
Water use can be distinguished into three
different types

1. Withdrawals or Abstractions
2. Consumptive Water Use
3. Non-Consumptive Water Use



               Water Demand & Flow Calculations   3
Withdrawals or Abstractions
• Where water is taken
  from a surface       or
  groundwater source
• after use returned to
  a natural water body
• e.g. water used for
  cooling in industrial
  processes returned to
  a river
• such return flows are
  important for
  downstream users

                  Water Demand & Flow Calculations   4
Consumptive Water Use
•   Water consumption that starts
    with a withdrawal or an
    abstraction but in this case
    without any return flow
•   water abstracted that is no
    longer available for use
•   it has evaporated, transpired,
    been incorporated into products
    and crops
•   consumed by man or livestock or
    otherwise      removed      from
    freshwater resources
•   e.g. water use include steam
    escaping into the atmosphere
    and water contained in final
    products i.e. it is water that is
    no longer available directly for
    subsequent uses


                            Water Demand & Flow Calculations   5
Water Demand & Flow Calculations   6
Water Demand & Flow Calculations   7
Non-Consumptive Water Use
• Water withdrawn for
  use    that    is     not
  consumed
• e.g. water withdrawn
  for purposes such as
  hydropower generation
• recreational activities
• boating    or     fishing
  where the water is still
  available

                    Water Demand & Flow Calculations   8
Water demand
• Volume       of      water
  requested by users to
  satisfy their needs
• Often considered equal
  to water consumption
• Conceptually    the    two
  terms do not have the
  same meaning
• In rural parts of Pakistan,
  the theoretical water
  demand        considerably
  exceeds      the     actual
  consumptive water use


                     Water Demand & Flow Calculations   9
The 4 S’s: Some Common Terms
• Water Shortage - absolute shortage where
  levels of available water do not meet certain
  defined minimum requirements.
• Water Scarcity - a more relative concept
  describing the relationship between demand for
  water and its availability.
• Water Stress - the symptomatic consequence
  of scarcity which may manifest itself as
  increasing conflict over sectoral usage, a
  decline in service levels, crop failure, food
  insecurity etc..
• Water Security - a situation of reliable and
  secure access to water over time.
Water Scarcity
   Water scarcity category and                           Volume of water available
      associated problems                                    (m3/person/year)
 Beyond the “water barrier”: continual,                             < 500
   wide-scale water supply problems,
 becoming catastrophic during droughts.
 Chronic water scarcity: continual water                         500 to 1,000
supply problems, worse during annual dry
   seasons; frequent severe droughts.
 Water stressed: frequent seasonal water                        1,000 to 1,666
supply and quality problems, accentuated
         by occasional droughts.
  Moderate problems: occasional water                           1666 to 10,000
 supply and quality problems, with some
  adverse effects during severe droughts
   Well-watered: very infrequent water                            > 10,000
supply and quality problems, except during
       extreme drought conditions. Demand & Flow Calculations
                               Water                                                 11
Water Use
•   Agricultural use - Any use or            •    Residential use - The use of
    activity involving agriculture,               water that is billed to single and
    including irrigation                          multi-family residences, which
•   Commercial use - The use of                   applies to indoor and outdoor
    water by a place of business,                 uses
    such as a hotel, restaurant, or
    office building. This does not
    include multi-family residences
    or agricultural, industrial, or
    institutional users
•   Industrial use - The use of
    water in processes designed to
    convert materials of a lower
    order of value into forms having
    greater usability and commercial
    value, and the development of
    power by means other than
    hydroelectric, but does not
    include agricultural use


                           Water Demand & Flow Calculations                        12
Top 10 Freshwater Consumers




         Water Demand & Flow Calculations   13
World Water Use by Sector




   Source: OECD Environmental Outlook Baseline, 2007

                 Water Demand & Flow Calculations      14
Typical Water Use at Home
         Shower                           2 gallons per minute
     Teeth brushing                <1 gallon, especially if water is
                                      turned off while brushing
   Hands/face washing                                1 gallon
       Dishwasher                         4 to 10 gallons/load
   Dishwashing by hand                           20 gallons
     Clothes washer                          25 gallons/load
       Toilet flush                                  3 gallons
    Outdoor watering                  5 to 10 gallons per minute




                  Water Demand & Flow Calculations                     15
Residential Gallons Per Capita Per Day

Residential gallons per
capita per day =
(Residential Use ÷
Residential Population) ÷
365
• Residential Use = Single-
Family Use + Multi-Family Use
• Residential Population = the
residential population of the
service area. Includes only
single- and multi-family
populations


                        Water Demand & Flow Calculations   16
Commercial Use




   Water Demand & Flow Calculations   17
Water Data USGS




    Water Demand & Flow Calculations   18
Water Demand US




    Water Demand & Flow Calculations   19
Estimating Water Withdrawals for Livestock

 Wt = ((Pdc * Cdc) + (Pbc * Cbc)                  Plh = Number of laying hens;
                                                  Clh = Coefficient for laying hens, in gallons
 + (Ph * Ch) + (Plh * Clh) + (Pbh *               per day;
 Cbh) + (Pt * Ct) + (Ps * Cs) + (Pg               Pbh = Number of broilers and other chickens;
 * Cg) + (Pe * Ce)) / 1,000,000                   Cbh = Coefficient for broilers and other
                                                  chickens, in gallons per day;
 where
                                                  Pt = Number of turkeys;
 Wt = total water withdrawals, in million
                                                  Ct = Coefficient for turkeys, in gallons per
 gallons per day;                                 day;
 Pdc = Number of dairy cows;                      Ps = Number of sheep and lambs;
 Cdc = Coefficient for dairy cows, in             Cs = Coefficient for sheep and lambs, in
 gallons per day;                                 gallons per day;
 Pbc = Number of beef and other cattle;           Pg = Number of goats;
 Cbc = Coefficient for beef and other             Cg = Coefficient for goats, in gallons per day;
 cattle, in gallons per day;                      Pe = Number of horses, ponies, mules, burros,
                                                  and donkeys; and
 Ph = Number of hogs and pigs;                    Ce = Coefficient for horses, ponies, mules,
 Ch = Coefficient for hogs and pigs, in           burros, and donkeys, in gallons per day.
 gallons per day;

                                Water Demand & Flow Calculations                                  20
Water-use coefficients for Livestock




             Water Demand & Flow Calculations   21
Different crops contribution to total
 water footprint of crop production
           Period: 1996–2005




             Water Demand & Flow Calculations   22
The Green, Blue, Grey and Total
Water Footprint of Crop Production
          Period 1996-2005




            Water Demand & Flow Calculations   23
Urban Water Demand
          in
  California to 2100
       Case Study




     Water Demand & Flow Calculations   24
Urban Water Use




   Water Demand & Flow Calculations   25
Commercial & Industrial Water Use




           Water Demand & Flow Calculations   26
Simple Linear Forecasts




       Water Demand & Flow Calculations   27
Global Surface Warming &
  Population Projections




       Water Demand & Flow Calculations   28
Time Series of Decadal Average
Water Use for Six Simulations




          Water Demand & Flow Calculations   29
Simulated Urban Water Use under
Scenarios of Conservation and Population




              Water Demand & Flow Calculations   30
Flow Calculations




    Water Demand & Flow Calculations   31
Conversion Factors
   Multiply                  By                        To obtain
  gallon (gal)               3.785                     liter (L)
  gallon (gal)        0.003785                      cubic meter (m3)
 million gallons             3,785                  cubic meter (m3)
   (Mgal)
 gallon per day       0.003785                      cubic meter per
    (gal/d)                                           day (m3/d)
 million gallons             0.04381                cubic meter per
per day (Mgal/d)                                     second (m3/s)




                 Water Demand & Flow Calculations                      32
Flow Calculations
Flow is expressed in the English          Flow Conversions
system of measurements using              Flow rates can be converted to
many terms. The most common               different units using the
terms are:                                conversion process.
 gpm - gallons per minute                 The most common flow
                                          conversions are:
 cfs - cubic feet per                     1 cfs = 449 gpm
second
                                          and
 gpd - Gallons per day
                                          1 gpm = 1,440 gpd
 MGD - Million gallons
per day


                        Water Demand & Flow Calculations                   33
Flow Calculations
gpd to MGD                                   MGD to gpm
To convert gallons per day (gpd) to          There are many instances where
MGD, divide the gpd by 1,000,000             the design or plant information is
gallons or 106.                              given in MGD and we wish to have
                                             the flow in gpm. This conversion is
For example:
                                             accomplished in two steps.
Convert 125,000 gpd to                       For Example:
MGD.                                         Convert 0.125 MGD to gpm
125,000 gpd = 0.125 MGD                      Step 1) Convent to gpd by
                                             multiplying by 1,000,000
Or
                                             0.125 x 1,000,000 = 125,000 gpd
convert 2,300,000 gpd to                     Step 2) Convert to gpm by dividing
MGD                                          by the number of minutes in a day
                                             (1,440 min/day).
2,300,000 gpd = 2.3 MGD                       125,000 gpd = 86.8 or 87 gpm

                           Water Demand & Flow Calculations                    34
Detention Time
Detention time is the                                 Sample Calculation
amount of time that a fluid                           The reservoir for the town is
stays in a container.                                 85,000 gallons. The well will
                                                      produce 55 gpm. What is the
Detention time is expressed in units of time.         detention time in the tank in
The most common are: seconds, minutes,                hours.
hours and days.
                                                      Solution:
Detention Time = Volume                               DT = 85,000 gallons = 1,545 min
                                                              55 gpm
              Flow Rate
                                                      or
For example:                                          1,545 minutes = 25.8 hrs
1) if the flow is in gpm then the detention
time will be in minutes;                              60 minutes/hr
or
2) if the flow is in gpd, then the detention
time will be in days.




                                    Water Demand & Flow Calculations                35
Water Tanks




   Water Demand & Flow Calculations   36
Examples




Water Demand & Flow Calculations   37
Examples




Water Demand & Flow Calculations   38
Home Assignment
1. A tank is 20' x 60' by 15' deep. What is
   the volume in gallons?
2. A tank is 60' in diameter and 22' high.
   How many gallons will it hold?
3. A tank is 82' in diameter and 31 feet
   high. The flow is 1600 gpm. What is the
   detention time in hours?
4. A tank is 120' x 50' x 14' deep. The flow
   is 2.8 mgd. What is the detention time in
   hours?
                Water Demand & Flow Calculations   39
Safe Drinking Water for ALL




         Water Demand & Flow Calculations   40
Thank You

lokhaze@hotmail.com
  Cell: 0345-5077775

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Water Demand & Flow Calculations

  • 1. Water Demand & Flow Calculations Lokhaze Ali Visiting Faculty NICE, SCEE, NUST
  • 2. Thought of the Day Water Demand & Flow Calculations 2
  • 3. Water Use Water use can be distinguished into three different types 1. Withdrawals or Abstractions 2. Consumptive Water Use 3. Non-Consumptive Water Use Water Demand & Flow Calculations 3
  • 4. Withdrawals or Abstractions • Where water is taken from a surface or groundwater source • after use returned to a natural water body • e.g. water used for cooling in industrial processes returned to a river • such return flows are important for downstream users Water Demand & Flow Calculations 4
  • 5. Consumptive Water Use • Water consumption that starts with a withdrawal or an abstraction but in this case without any return flow • water abstracted that is no longer available for use • it has evaporated, transpired, been incorporated into products and crops • consumed by man or livestock or otherwise removed from freshwater resources • e.g. water use include steam escaping into the atmosphere and water contained in final products i.e. it is water that is no longer available directly for subsequent uses Water Demand & Flow Calculations 5
  • 6. Water Demand & Flow Calculations 6
  • 7. Water Demand & Flow Calculations 7
  • 8. Non-Consumptive Water Use • Water withdrawn for use that is not consumed • e.g. water withdrawn for purposes such as hydropower generation • recreational activities • boating or fishing where the water is still available Water Demand & Flow Calculations 8
  • 9. Water demand • Volume of water requested by users to satisfy their needs • Often considered equal to water consumption • Conceptually the two terms do not have the same meaning • In rural parts of Pakistan, the theoretical water demand considerably exceeds the actual consumptive water use Water Demand & Flow Calculations 9
  • 10. The 4 S’s: Some Common Terms • Water Shortage - absolute shortage where levels of available water do not meet certain defined minimum requirements. • Water Scarcity - a more relative concept describing the relationship between demand for water and its availability. • Water Stress - the symptomatic consequence of scarcity which may manifest itself as increasing conflict over sectoral usage, a decline in service levels, crop failure, food insecurity etc.. • Water Security - a situation of reliable and secure access to water over time.
  • 11. Water Scarcity Water scarcity category and Volume of water available associated problems (m3/person/year) Beyond the “water barrier”: continual, < 500 wide-scale water supply problems, becoming catastrophic during droughts. Chronic water scarcity: continual water 500 to 1,000 supply problems, worse during annual dry seasons; frequent severe droughts. Water stressed: frequent seasonal water 1,000 to 1,666 supply and quality problems, accentuated by occasional droughts. Moderate problems: occasional water 1666 to 10,000 supply and quality problems, with some adverse effects during severe droughts Well-watered: very infrequent water > 10,000 supply and quality problems, except during extreme drought conditions. Demand & Flow Calculations Water 11
  • 12. Water Use • Agricultural use - Any use or • Residential use - The use of activity involving agriculture, water that is billed to single and including irrigation multi-family residences, which • Commercial use - The use of applies to indoor and outdoor water by a place of business, uses such as a hotel, restaurant, or office building. This does not include multi-family residences or agricultural, industrial, or institutional users • Industrial use - The use of water in processes designed to convert materials of a lower order of value into forms having greater usability and commercial value, and the development of power by means other than hydroelectric, but does not include agricultural use Water Demand & Flow Calculations 12
  • 13. Top 10 Freshwater Consumers Water Demand & Flow Calculations 13
  • 14. World Water Use by Sector Source: OECD Environmental Outlook Baseline, 2007 Water Demand & Flow Calculations 14
  • 15. Typical Water Use at Home Shower 2 gallons per minute Teeth brushing <1 gallon, especially if water is turned off while brushing Hands/face washing 1 gallon Dishwasher 4 to 10 gallons/load Dishwashing by hand 20 gallons Clothes washer 25 gallons/load Toilet flush 3 gallons Outdoor watering 5 to 10 gallons per minute Water Demand & Flow Calculations 15
  • 16. Residential Gallons Per Capita Per Day Residential gallons per capita per day = (Residential Use ÷ Residential Population) ÷ 365 • Residential Use = Single- Family Use + Multi-Family Use • Residential Population = the residential population of the service area. Includes only single- and multi-family populations Water Demand & Flow Calculations 16
  • 17. Commercial Use Water Demand & Flow Calculations 17
  • 18. Water Data USGS Water Demand & Flow Calculations 18
  • 19. Water Demand US Water Demand & Flow Calculations 19
  • 20. Estimating Water Withdrawals for Livestock Wt = ((Pdc * Cdc) + (Pbc * Cbc) Plh = Number of laying hens; Clh = Coefficient for laying hens, in gallons + (Ph * Ch) + (Plh * Clh) + (Pbh * per day; Cbh) + (Pt * Ct) + (Ps * Cs) + (Pg Pbh = Number of broilers and other chickens; * Cg) + (Pe * Ce)) / 1,000,000 Cbh = Coefficient for broilers and other chickens, in gallons per day; where Pt = Number of turkeys; Wt = total water withdrawals, in million Ct = Coefficient for turkeys, in gallons per gallons per day; day; Pdc = Number of dairy cows; Ps = Number of sheep and lambs; Cdc = Coefficient for dairy cows, in Cs = Coefficient for sheep and lambs, in gallons per day; gallons per day; Pbc = Number of beef and other cattle; Pg = Number of goats; Cbc = Coefficient for beef and other Cg = Coefficient for goats, in gallons per day; cattle, in gallons per day; Pe = Number of horses, ponies, mules, burros, and donkeys; and Ph = Number of hogs and pigs; Ce = Coefficient for horses, ponies, mules, Ch = Coefficient for hogs and pigs, in burros, and donkeys, in gallons per day. gallons per day; Water Demand & Flow Calculations 20
  • 21. Water-use coefficients for Livestock Water Demand & Flow Calculations 21
  • 22. Different crops contribution to total water footprint of crop production Period: 1996–2005 Water Demand & Flow Calculations 22
  • 23. The Green, Blue, Grey and Total Water Footprint of Crop Production Period 1996-2005 Water Demand & Flow Calculations 23
  • 24. Urban Water Demand in California to 2100 Case Study Water Demand & Flow Calculations 24
  • 25. Urban Water Use Water Demand & Flow Calculations 25
  • 26. Commercial & Industrial Water Use Water Demand & Flow Calculations 26
  • 27. Simple Linear Forecasts Water Demand & Flow Calculations 27
  • 28. Global Surface Warming & Population Projections Water Demand & Flow Calculations 28
  • 29. Time Series of Decadal Average Water Use for Six Simulations Water Demand & Flow Calculations 29
  • 30. Simulated Urban Water Use under Scenarios of Conservation and Population Water Demand & Flow Calculations 30
  • 31. Flow Calculations Water Demand & Flow Calculations 31
  • 32. Conversion Factors Multiply By To obtain gallon (gal) 3.785 liter (L) gallon (gal) 0.003785 cubic meter (m3) million gallons 3,785 cubic meter (m3) (Mgal) gallon per day 0.003785 cubic meter per (gal/d) day (m3/d) million gallons 0.04381 cubic meter per per day (Mgal/d) second (m3/s) Water Demand & Flow Calculations 32
  • 33. Flow Calculations Flow is expressed in the English Flow Conversions system of measurements using Flow rates can be converted to many terms. The most common different units using the terms are: conversion process. gpm - gallons per minute The most common flow conversions are: cfs - cubic feet per 1 cfs = 449 gpm second and gpd - Gallons per day 1 gpm = 1,440 gpd MGD - Million gallons per day Water Demand & Flow Calculations 33
  • 34. Flow Calculations gpd to MGD MGD to gpm To convert gallons per day (gpd) to There are many instances where MGD, divide the gpd by 1,000,000 the design or plant information is gallons or 106. given in MGD and we wish to have the flow in gpm. This conversion is For example: accomplished in two steps. Convert 125,000 gpd to For Example: MGD. Convert 0.125 MGD to gpm 125,000 gpd = 0.125 MGD Step 1) Convent to gpd by multiplying by 1,000,000 Or 0.125 x 1,000,000 = 125,000 gpd convert 2,300,000 gpd to Step 2) Convert to gpm by dividing MGD by the number of minutes in a day (1,440 min/day). 2,300,000 gpd = 2.3 MGD 125,000 gpd = 86.8 or 87 gpm Water Demand & Flow Calculations 34
  • 35. Detention Time Detention time is the Sample Calculation amount of time that a fluid The reservoir for the town is stays in a container. 85,000 gallons. The well will produce 55 gpm. What is the Detention time is expressed in units of time. detention time in the tank in The most common are: seconds, minutes, hours. hours and days. Solution: Detention Time = Volume DT = 85,000 gallons = 1,545 min 55 gpm Flow Rate or For example: 1,545 minutes = 25.8 hrs 1) if the flow is in gpm then the detention time will be in minutes; 60 minutes/hr or 2) if the flow is in gpd, then the detention time will be in days. Water Demand & Flow Calculations 35
  • 36. Water Tanks Water Demand & Flow Calculations 36
  • 37. Examples Water Demand & Flow Calculations 37
  • 38. Examples Water Demand & Flow Calculations 38
  • 39. Home Assignment 1. A tank is 20' x 60' by 15' deep. What is the volume in gallons? 2. A tank is 60' in diameter and 22' high. How many gallons will it hold? 3. A tank is 82' in diameter and 31 feet high. The flow is 1600 gpm. What is the detention time in hours? 4. A tank is 120' x 50' x 14' deep. The flow is 2.8 mgd. What is the detention time in hours? Water Demand & Flow Calculations 39
  • 40. Safe Drinking Water for ALL Water Demand & Flow Calculations 40
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