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Published byRaymond Briggs Modified over 9 years ago
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Analysis of Raleigh’s Drought Triggers May 8, 2013 and
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Background 2 Previous assessments of current drought plan showed high frequency (as much as 1 out of every 3 years) of plan activation at current demands. Drought plan often triggered at times when it’s implementation is unnecessary and ineffective. Modeling parameters of previous assessments were more conservative; lower Swift WD, steeper demand pattern, higher triggers Previous assessments of current drought plan showed high frequency (as much as 1 out of every 3 years) of plan activation at current demands. Drought plan often triggered at times when it’s implementation is unnecessary and ineffective. Modeling parameters of previous assessments were more conservative; lower Swift WD, steeper demand pattern, higher triggers
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Previous Drought Plan Stage 1 Activation: Falls Water Supply Storage Account <= 50% Lift restrictions at 90% WS Storage Primary restriction is limiting spray irrigation to 1 day/week Stage 2 Activation: Falls Water Supply Storage Account <= 30% Lift restrictions at 70% WS Storage Residential spray irrigation prohibited. Golf course 50% reduction, carwashes only on weekends, some indoor reduction expected. Stage 3 Activation: Falls Water Supply Storage Account <= 10% Lift restrictions at 50% WS Storage Many non-essential uses banned and almost all outdoor use is banned. Numerous indoor/commercial reductions mandated. Stage 1 Activation: Falls Water Supply Storage Account <= 50% Lift restrictions at 90% WS Storage Primary restriction is limiting spray irrigation to 1 day/week Stage 2 Activation: Falls Water Supply Storage Account <= 30% Lift restrictions at 70% WS Storage Residential spray irrigation prohibited. Golf course 50% reduction, carwashes only on weekends, some indoor reduction expected. Stage 3 Activation: Falls Water Supply Storage Account <= 10% Lift restrictions at 50% WS Storage Many non-essential uses banned and almost all outdoor use is banned. Numerous indoor/commercial reductions mandated. 3
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Frequency of Trigger Activation with Current Drought Plan, Last 30 Years of Record 4 1 in 8 yrs 1 in 4 yrs 1 in 3 yrs
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Questions to Consider 5 Are you comfortable with the frequency of drought plan activation? What is the appropriate waiting period between stages? Is a more rigorous climate change analysis warranted? Are you comfortable with the frequency of drought plan activation? What is the appropriate waiting period between stages? Is a more rigorous climate change analysis warranted?
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Drawdown-Refill Cycles Drawdown Phase Refill Phase Falls Lake Water Supply has regular refill / drawdown cycle
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Water Shortage Response Plan 7 Stage 115% Stage 225% Stage 335% Estimate contained in WSRP is a flat reduction, but in reality reductions will be greater during the irrigation season and lesser during winter months. Response by Stage
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Seasonal Reductions in Drought Stages Based on Hazen & Sawyer’s analysis of 2010 demand trends (indoor, outdoor, etc.) Month Total Demand Reductions in Each Stage Stage 1Stage 2Stage 3 Jan0.0%5.0%15.0% Feb0.0%5.7%16.4% Mar0.0%5.4%15.7% Apr3.3%13.1%26.1% May5.4%17.3%31.3% Jun3.7%17.2%33.1% Jul5.9%20.4%36.5% Aug8.4%20.8%34.1% Sep13.2%26.4%38.7% Oct8.8%20.0%32.2% Nov2.7%10.6%22.0% Dec0.0%5.9%16.7% 8
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Water Shortage Response Plan 9 Hazen and Sawyer Rough Estimate* Stage 115%5% Stage 225%15% Stage 335%28% * - Response dependent on season. Estimate presented here is simply an average of the estimates made for each of the 12 months. Draft Annual Average Response by Stage
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Modeling Assumptions – All Scenarios Use 2010 monthly demand pattern Total Average Annual Daily Demand = 60 mgd Benton plant operations 8 mgd constant withdrawal Increase to 9.5 mgd when entering Stage 1 of drought plan Never drop EMJ/Falls WD below 36 mgd Assume 30 day waiting period between triggers Use 2010 monthly demand pattern Total Average Annual Daily Demand = 60 mgd Benton plant operations 8 mgd constant withdrawal Increase to 9.5 mgd when entering Stage 1 of drought plan Never drop EMJ/Falls WD below 36 mgd Assume 30 day waiting period between triggers 10
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Seasonal Drought Plan Each stage’s storage trigger varies by month Rescission triggers at same levels as current drought plan Assume same demand reductions as current drought plan Each stage’s storage trigger varies by month Rescission triggers at same levels as current drought plan Assume same demand reductions as current drought plan 11
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Seasonal Drought Plan, Option 2 Higher Stage 1 & 2 spring triggers Rescission triggers at same levels as current drought plan Assume same demand reductions as current drought plan Higher Stage 1 & 2 spring triggers Rescission triggers at same levels as current drought plan Assume same demand reductions as current drought plan 12
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Frequency of Alert Trigger Activation, Last 30 Years of Record 13 1 in 6 yrs 1 in 3 yrs 1 in 5 yrs
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Effect of Maximizing Swift Creek Withdrawals Maximum Swift withdrawal 14 mgd when Benson/Wheeler storage >= 60% 12.6 mgd when Benson/Wheeler storage >= 30% 11.2 mgd when Benson/Wheeler storage < 30% Never drop EMJ/Falls WD below 36 mgd Maximum Swift withdrawal 14 mgd when Benson/Wheeler storage >= 60% 12.6 mgd when Benson/Wheeler storage >= 30% 11.2 mgd when Benson/Wheeler storage < 30% Never drop EMJ/Falls WD below 36 mgd 14
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Max Swift Creek Scenarios, Last 30 Years of Record 15 1 in 10 yrs 1 in 4 yrs 1 in 8 yrs
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Max vs. 8 mgd Swift Creek Scenarios, Last 30 Years of Record 16 1 in 10 yrs 1 in 4 yrs 1 in 8 yrs 1 in 6 yrs 1 in 3 yrs 1 in 5 yrs
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Days in Drought Restrictions, Current Plan, 60 mgd total demand, 8 mgd Swift WD 17 Statistics for last 30 years Median Start Date = Oct. 2 Median End Date = Feb. 10 Median Duration = 130 days Max Duration = 210 days
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Days in Drought Restrictions, Seasonal Plan, 60 mgd total demand, 8 mgd Swift WD 18 Statistics for last 30 years Median Start Date = Oct. 10 Median End Date = Feb. 25 Median Duration = 119 days Max Duration = 196 days
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Days in Drought Restrictions, Seasonal Plan 2, 60 mgd total demand, 8 mgd Swift WD 19 Statistics for last 30 years Median Start Date = Oct. 20 Median End Date = Mar. 17 Median Duration = 122 days Max Duration = 196 days
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Days in Drought Restrictions, Current Plan, 60 mgd total demand, Max Swift WD 20 Statistics for last 30 years Median Start Date = Oct. 23 Median End Date = Jan. 30 Median Duration = 82 days Max Duration = 195 days
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Days in Drought Restrictions, Seasonal Plan, 60 mgd total demand, Max Swift WD 21 Statistics for last 30 years Median Start Date = Oct. 14 Median End Date = Feb. 1 Median Duration = 101 days Max Duration = 175 days
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Days in Drought Restrictions, Seasonal Plan 2, 60 mgd total demand, Max Swift WD 22 Statistics for last 30 years Median Start Date = Oct. 18 Median End Date = Mar. 4 Median Duration = 82 days Max Duration = 175 days
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‘Worst Case’ Drought Scenario Start in April at 80% WS Storage 249.7 ft starting elevation for Falls/Beaverdam Use 2002 hydrology for April & May Use 2007-2008 hydrology for rest of the trace 60 mgd total demand 8 mg withdrawal from Swift 9.5 mgd when in drought plan No less than 36 mgd from Falls/EMJ Start in April at 80% WS Storage 249.7 ft starting elevation for Falls/Beaverdam Use 2002 hydrology for April & May Use 2007-2008 hydrology for rest of the trace 60 mgd total demand 8 mg withdrawal from Swift 9.5 mgd when in drought plan No less than 36 mgd from Falls/EMJ 23
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No Drought Plan 24
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No Drought Plan – Falls Lake Elevation 25 Note: For this run demand / min. releases are allowed to be met even when WS/WQ accounts are depleted. Bottom of Conservation Pool Sedimentation Pool
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Current Drought Plan 26
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Seasonal Drought Plan 27
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Seasonal Drought Plan Option 2 28
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Water Not Sold During Mandatory Conservation 60 MGD demand scenario, 8 mgd Swift WD 29 Drought Event Volume of Water Conserved (i.e. unsold) – in MG Current Triggers Seasonal #1Seasonal #2 2007-08767996 2002503537 1993330168 1980-81270 200521356 1988213 199173 198745 199845 2010-20112530 1994-956 1933-340* Total249017872057 * - Mandatory conservation triggered, but no reduction in consumption expected
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