The Confluence Model. Presentation to Modeling and Forecasting Working Group January 21, 2015

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Transcription:

The Confluence Model Presentation to Modeling and Forecasting Working Group January 21, 2015

Introductions Presenter: Gary Fiske Working Group Water Department staff

Objective: Penetrate the Black Box What Confluence is (and what it s not) How Confluence fits into Santa Cruz water resources planning Key model input assumptions How Confluence simulates actual system operations What we can learn from Confluence outputs

Agenda PowerPoint presentation Q&A Break Inside Confluence Q&A

Confluence History and Context Roots in power planning Designed specifically for water resources planning Has been applied to a variety of system types & sizes Used to help address many issues in Santa Cruz

Confluence: What it is and isn t Confluence is: Planning model Simulation tool Confluence isn t: Operations model Optimization tool Confluence can compare scenarios Confluence can t find the best scenario

Confluence Model Structure Weather & Streamflow Inputs Demands System structure Supplies Conservation Facilities System operations Simulation Parameters Observed Demand Conservation Supply Avail Capacity Limitations System Simulation Operating Constraints Outputs Reliability Costs & rates Demands Supply utilization Lake operations Conservation savings Transmission loadings Scenario comparisons Diagnostic reports

Confluence Inputs

Confluence input assumptions have been continually updated since the IWP to better simulate actual system operations

Key Changes in Modeling Assumptions in Last Year Modeling Parameter Previous Current Demand Shape (Percent of annual demand in peak season) 64% 59% Annual Loch Lomond Withdrawal Limit 3,200 AF No limit N Coast Annual Ag Demands (mg) 81.4 40 Tait Street Flow Buffer (cfs) 0 0.5 Tait Street Well Capacity (cfs) 1.78 1.29 peak 0.78 off-peak

Study Definition: Forecast Years, Flows, Weather

Two Ways of Defining the Study Drought Year All Years Fcst Year Hydro Years Sim 1 2011 1973 2012 1974 2013 1975 2014 1976 2015 1977 Fcst Year Hydro Years Sim 1 Sim 2 Sim 3... Sim 72 Sim 73 2011 1937 1938 1939 2008 2009 2012 1938 1939 1940 2009 1937 2013 1939 1940 1941 1937 1938 2014 1940 1941 1942 1938 1939 2015 1941 1942 1943 1939 1940

Study Definition (cont d): Text file linkages

Interactive Data Map

Defining Supply Sources

Defining System Components: Shadow Prices and Pointers

Source Dispatch is Driven by Shadow Prices

Operating the Lake Lake drawdown must be regulated to ensure that lake doesn t run dry midway through summer season Model does that through shadow prices

Lake Content (MG) Reservoir Zones and Shadow Prices Alternative 1 3000 2500 $500 2000 Rule Curve $1500 1500 Zone 1 Zone 2 1000 Unuseable 500 0 Nov-09 Dec-09 Jan-10 Feb-10 Mar-10 Apr-10 May-10 Jun-10 Jul-10 Aug-10 Sep-10 Oct-10

Lake Content (MG) Reservoir Zones and Shadow Prices Alternative 2 3000 2500 2000 $500 1500 Rule Curve $1500 Zone 1 Zone 2 Unuseable 1000 500 0 Nov-09 Dec-09 Jan-10 Feb-10 Mar-10 Apr-10 May-10 Jun-10 Jul-10 Aug-10 Sep-10 Oct-10

Shadow Prices of Unserved Demand Blocks Block Shadow Price 1 $800 2 $1000 3 $1200 4 $1400 5 $1600

Regulation of Lake Drawdown: An Illustration

How to Set Rule Curve/USD Blocks? Smooth landing : Use all usable storage by end of dry season in extremely dry year Usable storage is based on a 1 billion gallon insurance policy

Two Things We Don t Want to Happen in Extremely Dry Year

What We Do Want to Happen in That Extreme Drought Year

What Happens in a 1976-77 Event? (With City Proposed HCP Flows)

What Happens in a 1976-77 Event? (with DFG-5 HCP Flows)

We Distinguish Between 1976-77 Event and Other Years Under most historical water conditions, rule curves/usd blocks based on 1990 drought year. For 1976-1977 event, rule curves/usd blocks based on 1977.

Two Ways to Operate Lake in 1990

System Demand Demand = Volume customers would consume with no city-imposed curtailment. Demand Usage during curtailment. Curtailment is what we want to avoid.

Modeling of Peak-Season vs. Off-Peak Season Demand Peak-Season (May-Oct): Daily per-capita demand determined by temperature and precipitation Calibrated to add up to total seasonal demand Off-Peak-Season (Nov-Apr): Seasonal demand allocated to months. No weather-dependency

Defining Unserved Demand Shadow Prices (for 5 blocks)

Confluence Outputs

Types of Output Confluence charts (Data easily exported) Detail/Diagnostic text files (Data easily exported) Excel tables/charts from exported data

Sample Confluence Charts: Water Supply Reliability

Sample Confluence Charts: Source Production

Sample Confluence Charts: Lake Operations

Peak-Season Shortage Sample Excel Chart Using Imported Confluence Data: Peak-Season Shortage Duration Curve Comparison 80% Peak-Season Shortage Duration Curve for All Years: 3500 mg Annual Demand 70% 60% 50% 40% 30% DFG-5 City Prop 20% 10% 0% 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% Years >= Y Value

Sample Excel Chart: Comparison of Modeled and Historical Lake Operations 3000 End-of-Month Lake Levels (millions of gallons) 2500 2000 1500 Model Historic Levels 1000 500 0 Nov-70 Nov-75 Nov-80 Nov-85 Nov-90 Nov-95 Oct-00 Oct-05 Oct-10

Sample Excel Table: Shortage Profile Comparison PROBABILITY OF: PROFILE: 0% Peak-Season Shortage 1-10% Peak- Season Shortage 10-20% Peak- Season Shortage 20-30% Peak- Season Shortage > 30% Peak- Season Shortage Worst-Year Peak-Season Shortage IWP Adopted 49-52 in 59 (83-88%) 6-9 in 59 (10-15%) 1 in 59 (2%) 0 0 15% City Proposal 69 in 73 (95%) 1 in 73 (1%) 2 in 73 (3%) 0 1 in 73 (1%) 34% DFG-5 65 in 73 (89%) 1 in 73 (1%) 0 4 in 73 (5%) 3 in 73 (4%) 69%

Sample Excel Table: Average Monthly Source Production Beltz Desal Felton Laguna Liddell Loch Lomond Majors SL River @ Tait St Beltz Beltz Beltz Beltz Desal Desal Desal DesalFeltonFeltonFeltonFeltonLaguna/ Laguna/ Laguna/ Laguna/LiddellLiddellLiddellLiddell Loch Loch Loch Loch MajorsMajorsMajorsMajors SL SL SL SL Av Med Max Min Av Med Max Min Av Med Max Min Av Med Max Min Av Med Max Min Av Med Max Min Av Med Max Min Av Med Max Min................................................................................................ Aug Crit Dry 34 34 34 34 0 0 0 0 0 0 0 0 3 0 12 0 31 30 39 28 101 110 177 0 11 9 21 5 169 171 226 92 Dry 25 25 25 25 0 0 0 0 0 0 0 0 5 3 16 0 32 30 37 28 97 101 136 61 12 11 16 9 205 208 231 162 Normal 25 25 25 25 0 0 0 0 0 0 0 0 8 7 25 1 28 33 35 15 101 75 245 47 13 12 29 6 207 230 231 96 Wet 25 25 25 24 0 0 0 0 0 0 0 0 30 31 52 12 33 33 43 22 42 34 125 8 29 31 31 23 225 231 231 177 All 26 25 34 19 0 0 0 0 0 0 0 0 15 9 69 0 31 30 43 15 79 74 245 0 18 15 31 5 207 228 231 92 Sep Crit Dry 24 24 24 23 0 0 0 0 0 0 0 0 3 1 13 0 30 29 37 27 86 96 153 0 11 9 19 8 161 160 211 119 Dry 24 24 24 24 0 0 0 0 0 0 0 0 3 1 12 0 31 31 34 27 72 69 117 34 11 11 14 9 197 201 223 159 Normal 23 24 24 18 0 0 0 0 3 0 34 0 7 4 24 1 27 28 36 18 76 55 151 31 13 11 26 8 200 219 223 132 Wet 22 23 24 15 0 0 0 0 0 0 0 0 24 22 42 10 31 31 41 23 32 29 60 3 27 28 30 21 217 223 223 205 All 23 24 24 13 0 0 0 0 0 0 34 0 12 8 45 0 29 29 41 18 64 57 162 0 17 14 30 5 197 209 223 118 Oct Crit Dry 22 25 25 15 0 0 0 0 6 0 55 0 5 0 21 0 32 31 37 30 39 39 96 0 12 10 22 9 192 203 223 131 Dry 22 23 25 15 0 0 0 0 0 0 0 0 9 8 27 1 33 33 38 31 30 25 64 2 12 12 19 10 210 217 231 151 Normal 20 21 25 9 0 0 0 0 9 0 97 0 19 16 49 6 31 33 36 20 29 18 88 4 13 12 25 6 214 223 231 175 Wet 11 12 19 2 0 0 0 0 2 0 24 0 38 38 54 27 30 28 39 23 12 4 70 0 23 24 31 8 215 217 229 172 All 19 21 25 1 0 0 0 0 3 0 97 0 17 14 54 0 29 30 39 18 34 19 143 0 16 14 31 4 203 214 231 114 Crit Dry 195 0 282 90 352 592 145 2135 Dry 161 0 239 137 346 542 140 2227 ANNUAL Normal 142 0 133 250 346 578 138 2145 AVERAGE Wet 107 0 86 531 372 449 194 1977 All 144 0 152 298 349 546 158 2086 Crit Dry 178 0 19 20 189 380 73 1144 PEAK- Dry 140 0 11 48 196 338 84 1287 SEASON Normal 128 0 20 99 194 336 88 1278 AVERAGE Wet 93 0 3 279 220 123 157 1276 All 128 0 9 136 198 279 106 1253

Sample Excel Chart: Demand-Production Comparison 450 Monthly Source Production Under 1977 Hydrologic Conditions DFG-5 Flows, Base Infrastructure (millions of gallons per month) 400 350 300 250 200 150 Peak-Season Shortage: 1,531 mg Loch Lomond Tait Street North Coast Beltz Wells TOTAL DEMAND 100 50 0 Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct

Questions Then Inside Confluence...