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Monroe L. Weber-Shirk S chool of Civil and Environmental Engineering Reservoirs Balancing Supply and Demand Ashokan Kensico Hillview Croton Reservoir Spillway
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How Big must the Reservoirs be? ä What is the objective that you are trying to meet? ä What information do you need in order to solve this problem? ä What algorithm could you use to solve the problem? ä What is the objective that you are trying to meet? ä What information do you need in order to solve this problem? ä What algorithm could you use to solve the problem?
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Water Supply and Demand Fluctuations ä Supply ä Seasonal supply fluctuations ä Buffered using _________ reservoirs ä Demand ä Seasonal demand fluctuations ä Daily demand fluctuations ä Buffered using _________ reservoirs ä Effect of flow fluctuations on system design ä Size of balancing reservoirs ä pipe sizes ä Supply ä Seasonal supply fluctuations ä Buffered using _________ reservoirs ä Demand ä Seasonal demand fluctuations ä Daily demand fluctuations ä Buffered using _________ reservoirs ä Effect of flow fluctuations on system design ä Size of balancing reservoirs ä pipe sizes watershed distribution
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Average Total Monthly Flow into Pepacton Reservoir ( 0.540 km 3 storage ) 0 20 40 60 80 100 120 140 January March May July September November Million m 3 /month Reservoir full (hopefully) average Deficit provided by storage Better design is based on drought conditions! ____ million m 3 /month * __ month = ___ million m 3 35 5 175
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What is the safe yield from the Cannonsville Reservoir? ä What is the maximum rate that we can withdraw water from the Cannonsville Reservoir without emptying the reservoir? _________________________________ ä What are the critical events in history that determine how big the reservoir has to be? __________ ä What is the maximum rate that we can withdraw water from the Cannonsville Reservoir without emptying the reservoir? _________________________________ ä 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 Di=Di= Di=Di= Ii=Ii= Ii=Ii= ++= O = Cumulative (________ + _________ + ___________ ) Initial storage Cumulative Inflow Cumulative Outflow Storage DemandRiver flowEvaporation True at any time! or
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Density of Water 950 960 970 980 990 1000 050100 Temperature (C) Density (kg/m 3 ) 997 998 999 1000 01020 Temperature (C) Density (kg/m 3 ) Density (mass/unit volume) density of water: 1000 kg/m 3
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drought status Downstream River Flow? ä Simplest operating rule ä Waste from reservoir when reservoir is full ä Don’t waste from reservoir if reservoir isn’t full ä More complex rules could easily be incorporated into a spreadsheet model ä Minimum discharge into stream as a function of reservoir storage volume or ______________ ä Based on regulations ä Simplest operating rule ä Waste from reservoir when reservoir is full ä Don’t waste from reservoir if reservoir isn’t full ä More complex rules could easily be incorporated into a spreadsheet model ä Minimum discharge into stream as a function of reservoir storage volume or ______________ ä Based on regulations
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Reservoir Rules in Equation Form S max = When is reservoir full? ___________________ Reservoir Capacity When S i = S max Reservoir is overflowing Overflow goes into river No additional river flow
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Cannonsville Reservoir Storage (Demand of 1.04 x 10 6 m 3 /day) How could we increase safe yield? Increase reservoir volume
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Storage vs. Safe Yield for Cannonsville Reservoir 0 0 0.5 1 1 1.5 0 0 250 500 750 1000 storage volume (million m 3 ) safe yield (million m 3 /day) 367 Average stream flow What is the asymptote?
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NYC Reservoirs ä NYC supply reservoirs have a storage capacity of 550 billion gallons (2 km 3 ) ä How long could NYC go without any inflow into the reservoirs? ä Current Reservoir levels (http://www.ci.nyc.ny.us/nyclink/html/dep/html/current.html) ä NYC supply reservoirs have a storage capacity of 550 billion gallons (2 km 3 ) ä How long could NYC go without any inflow into the reservoirs? ä Current Reservoir levels (http://www.ci.nyc.ny.us/nyclink/html/dep/html/current.html) Reservoir Levels solution
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ä What happens as Reservoir Levels drop? ä __________________________________ ä What happens as Reservoir Levels drop? ä __________________________________ Empty NYC Reservoirs? Shorter residence time ( less time for pathogens to die ) Drought watch
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Seasonal, Daily, and Hourly Fluctuations Early morning as people get ready to go to work/school Commercial Breaks (not any more) Between midnight and 5 am ä Substantial increase in water demand during summer due to_______________________ ä Peak flows ___________________________________ ________________________ ä Low flows ______________________ ä Substantial increase in water demand during summer due to_______________________ ä Peak flows ___________________________________ ________________________ ä Low flows ______________________ watering lawns, swimming pools
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Estimates of Daily and Hourly Fluctuations* ä As the time interval of analysis decreases in length the maximum rate of water demand during that time interval __________ ä If the average annual flow rate is 1.0 then ä the maximum season rate is 1.25 (summer) ä the maximum daily rate is 1.5 (range of 1.2-2.0) ä the maximum hourly rate is 2.5 (range of 1.5-3.5) ä for NYC the maximum instantaneous rate was _____ ä As the time interval of analysis decreases in length the maximum rate of water demand during that time interval __________ ä If the average annual flow rate is 1.0 then ä the maximum season rate is 1.25 (summer) ä the maximum daily rate is 1.5 (range of 1.2-2.0) ä the maximum hourly rate is 2.5 (range of 1.5-3.5) ä for NYC the maximum instantaneous rate was _____ *Henry and Heinke p 386 increases 1.75
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Methods to Even Out Fluctuations ä Seasonal fluctuations ä Source (watershed) reservoirs ä Kensico and West Branch Reservoirs ä Daily fluctuations ä Hillview and Jerome Park Reservoirs (directly connected to distribution tunnels) ä Hillview has 3.4 million m 3 useable storage ä Flows from Kensico to Hillview are adjusted every ________ ä Seasonal fluctuations ä Source (watershed) reservoirs ä Kensico and West Branch Reservoirs ä Daily fluctuations ä Hillview and Jerome Park Reservoirs (directly connected to distribution tunnels) ä Hillview has 3.4 million m 3 useable storage ä Flows from Kensico to Hillview are adjusted every ________ two hours
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Balancing Reservoirs Hey Bob, I need some more water. Could you open the valve another turn? OK Fred, I’ll go give it a turn. Did you say you have more water than you need? 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? ä Variable supply ä Variable demand ä Analyze historic record to search for worst case conditions ä Use same Mass Balance analysis ä Include variable ________ in analysis ä Other unusual demands… ä Variable supply ä Variable demand ä Analyze historic record to search for worst case conditions ä Use same Mass Balance analysis ä Include variable ________ in analysis ä Other unusual demands… demand Fire fighting needs Main breaks Maintenance of supply tunnels
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Summary ä An understanding of the variability in supply and demand are essential for the sizing of reservoirs and pipes in a water supply system ä Supply Reservoirs must be sized to store water during drought periods ä Balancing Reservoirs must be sized for daily or hourly fluctuations ä Distribution pipes must be sized to handle peak flows ä An understanding of the variability in supply and demand are essential for the sizing of reservoirs and pipes in a water supply system ä Supply Reservoirs must be sized to store water during drought periods ä Balancing Reservoirs must be sized for daily or hourly fluctuations ä Distribution pipes must be sized to handle peak flows
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Pepacton Schoharie Ashokan Neversink Roundout Cannonsville Catskill/Delaware Watersheds
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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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NY 301 crosses West Branch Reservoir
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Kensico 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 ä NYC supply reservoirs have a storage capacity of 550 billion gallons (2 km 3 ) ä Average demand is 61 m 3 /s ä How long could NYC go without any inflow into the reservoirs? ä NYC supply reservoirs have a storage capacity of 550 billion gallons (2 km 3 ) ä Average demand is 61 m 3 /s ä How long could NYC go without any inflow into the reservoirs?
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Cannonsville Reservoir Storage (Demand of 0.5 x 10 6 m 3 /day) Stream flow gage station map
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Cannonsville Reservoir Storage (Demand of 0.75 x 10 6 m 3 /day)
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Cannonsville Reservoir Storage (Demand of 1 x 10 6 m 3 /day)
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