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Balancing Supply and Demand
Ashokan Reservoirs Kensico Balancing Supply and Demand Hillview Croton Reservoir Spillway
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Water Supply and Demand Fluctuations
Seasonal supply fluctuations Buffered using _________ reservoirs Demand Seasonal demand fluctuations Daily demand fluctuations Effect of flow fluctuations on system design Size of balancing reservoirs pipe sizes watershed distribution
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Average Total Monthly Flow into Pepacton Reservoir (0.540 km3 storage)
Reservoir full (hopefully) 140 120 100 80 Million m3/month average 60 40 20 Deficit provided by storage May July January March September November ____ million m3/month * __ month = ___ million m3 38 5 190 Better design is based on drought conditions!
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What is the safe yield from the Cannonsville Reservoir?
What is the maximum rate that we can withdraw water from the Cannonsville Reservoir without emptying the reservoir? _________________________________ What are the critical events in history that determine how big the reservoir has to be? __________ The average stream flow into the reservoir. Droughts
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Reservoir Mass Balance Equations
+ = + Storage Initial storage Cumulative Inflow Cumulative Outflow O = Cumulative (________ + _________ + ___________ ) Demand River flow Evaporation True at any time! or Ii= Di=
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Density of Water 1000 kg/m3 Density (mass/unit volume) r
950 960 970 980 990 1000 50 100 Temperature (C) Density (kg/m3) Density (mass/unit volume) r density of water: 1000 kg/m3 997 998 999 1000 10 20 Temperature (C) Density (kg/m3)
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Downstream River Flow? Simplest operating rule
Waste from reservoir when reservoir is full Don’t waste from reservoir if reservoir isn’t full More complex rules could easily be incorporated into a spreadsheet model Minimum discharge into stream as a function of reservoir storage volume or ______________ Based on regulations drought status
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Reservoir Rules in Equation Form
When Si = Smax When is reservoir full? ___________________ Reservoir is overflowing Overflow goes into river No additional river flow Smax= Reservoir Capacity
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Cannonsville Reservoir Storage (Demand of 1.04 x 106 m3/day)
How could we increase safe yield? Increase reservoir volume
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Storage vs. Safe Yield for Cannonsville Reservoir
What is the asymptote? Average stream flow 0.5 1 1.5 250 500 750 1000 (million m3/day) safe yield 367 storage volume (million m3)
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NYC Reservoirs NYC supply reservoirs have a storage capacity of 550 billion gallons (2 km3) How long could NYC go without any inflow into the reservoirs? Current Reservoir levels ( solution Reservoir Levels
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Empty NYC Reservoirs? What happens as Reservoir Levels drop?
__________________________________ Nutrient levels increase (less dilution) Algae grows (taste and odors) Water quality deteriorates Shorter residence time (less time for pathogens to die) Drought watch
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Seasonal, Daily, and Hourly Fluctuations
Substantial increase in water demand during summer due to_______________________ Peak flows ___________________________________ ________________________ Low flows ______________________ watering lawns, swimming pools Early morning as people get ready to go to work/school Commercial Breaks (not any more) Between midnight and 5 am
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Estimates of Daily and Hourly Fluctuations*
As the time period of analysis decreases in length the maximum rate of water demand during that time period __________ If the average annual flow rate is 1.0 then the maximum season rate is 1.25 (summer) the maximum daily rate is 1.5 (range of ) the maximum hourly rate is 2.5 (range of ) for NYC the maximum instantaneous rate was _____ increases 1.75 *Henry and Heinke p 386
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Methods to Even Out Fluctuations
Seasonal fluctuations Source (watershed) reservoirs Kensico and West Branch Reservoirs Daily fluctuations Hillview and Jerome Park Reservoirs (directly connected to distribution tunnels) Hillview has 3.4 million m3 useable storage Flows from Kensico to Hillview are adjusted every ________ two hours
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Balancing Reservoirs OK Fred, I’ll go give it another turn. Did you say you have more water than you need? Hey Bob, I need some more water. Could you open the valve another turn? Where are the largest tunnels in the NYC water supply and distribution system?
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How Can You Estimate Required Balancing-Reservoir Capacity?
Variable supply Variable demand Analyze historic record to search for worst case conditions Use same Mass Balance analysis Include variable ________ in analysis Other unusual demands… demand Fire fighting needs Main breaks Maintenance of supply tunnels
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Summary An understanding of the variability in supply and demand are essential for the sizing of reservoirs and pipes in a water supply system Supply Reservoirs must be sized to store water during drought periods Balancing Reservoirs must be sized for daily or hourly fluctuations Distribution pipes must be sized to handle peak flows
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Catskill/Delaware Watersheds
Schoharie Cannonsville Pepacton Ashokan Neversink Roundout
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NYC Watersheds
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Croton System
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Ashokan Reservoir
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Schoharie Reservoir
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Neversink Reservoir
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West Branch Reservoir
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City Tunnels
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Jerome Park Reservoir
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Gaging Stations
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Empty NYC Reservoirs NYC supply reservoirs have a storage capacity of 550 billion gallons (2 km3) Average demand is 61 m3/s How long could NYC go without any inflow into the reservoirs?
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Cannonsville Reservoir Storage (Demand of 0.5 x 106 m3/day)
Stream flow gage station map
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Cannonsville Reservoir Storage (Demand of 0.75 x 106 m3/day)
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Cannonsville Reservoir Storage (Demand of 1 x 106 m3/day)
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