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SPU Modeling & Monitoring
Attaining Performance in CSO and Integrated Plans Shanti Colwell (SPU) & Dustin Atchison (CH2M), September 18, 2015
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Outline Role of Monitoring and Modeling in CSO Site-Scale Monitoring
Basin- Scale Monitoring Integrated Planning and Performance Mention we monitored for flow/volume only, not WQ
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CSO Reduction Areas (North Seattle)
Seattle is currently is currently in the middle of our CSO reduction project and is evaluating options. This is a map of the northern part of Seattle which shows the size of the tanks needed. As small as 70,000 gallons to as large as 6 million gallons in Ballard (for Basins 150 and 152 = 6 million gallon tank). (About 63 overflows per year in Basin 152.) In Ballard, a grey/green mix is being evaluated. Green because: A quick GIS review indicated it was feasible, and Ultimately, reduces tank size but also - Can be done now, impact/CSO benefit now instead of 10 years from now NPDES permit requires early GSI action in Ballard Green allows community amenities to be built (e.g., traffic calming) Addressing stormwater at the source instead of the related conveyance, pumping and O&M required for regional.
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Green Infrastructure Evaluation Process
CSO Facility Construction System Modeling Flow Monitoring Model Development Model Calibration Control Volume Estimation Compliance Flow Monitoring GI Analysis and Modeling GI Feasibility Analysis GI Preliminary Evaluation GI Prelim. Modeling & Optimization GI Model Validation Pilot Project Construction Post-Const. Monitoring Full Imple-mentation GI Project Implementation
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GI Modeling Modeled using EPA SWMM5
32-year long term simulations performed Feasibility Analysis overlaid with model subcatchment delineation to develop input files
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Basin Scale to Site Scale
How to Make GI more Efficient/Effective How to Adjust to Local Conditions & Context Where to Best Implement GI What GI Practices to Implement How Effective Can GI Be
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Site-Scale Monitoring Goals
Quantify Infiltration Capacity Bioretention Flow Performance How much flow can they retain/delay? How does the underdrain affect performance? Combined Sewer Overflow Performance Inform Future GSI projects Improve design (e.g., inlets) Verifying and/or improving modeling assumptions Note, did not monitor water quality – because this is a combined basin
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Two Types of Monitoring Utilized
Continuous Monitoring (Natural Storms) Install data loggers and sensors, monitor wet season (5 min intervals) Capture actual variable antecedent and storm conditions Requires occurrence of large actual storm events Accurate inflow and outflow measurement for GSI is challenging Controlled Flow Testing (Simulated Storms) Create known inflow using hydrant, hose and closed channel meter Simulate an actual storm that caused a significant CSO event Reduce measurement error, especially inflow Testing during dry weather eliminates noise in outflow measurements Repeatable, can be done under a variety of antecedent conditions Allows for isolating components like individual inlets or cells Can simulate preconstruction conditions, perform stress tests Observing flow during dry weather very informative Note, did not monitor water quality – because this is a combined basin The controlled flow tests used simulated “design storms”— rainfall events with a specific pattern, depth, and duration to simulate performance under the target design objective, which in this case was CSO reduction per the regulatory standard of less than one overflow per year Mention inlet capacity If limited budget, controlled testing would be my pick but can only be used for flow performance, not water quality.
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30th Equipment Mention MTL and ADS
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Peak Rainfall Intensity (in/hr)
Event Date Peak Rainfall Intensity (in/hr) Significant Storm Period Rainfall (in) Duration (hr) Recurrence 11/19/2012 0.6 2.75 12 100-year
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Seasonal Performance ~97-98% Volume Infiltrated
% Vol. Reduction See prior graph. Discharge during November 19 storm was estimated based on rainfall and estimated rain garden capacity from controlled test.
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Basin-Scale Monitoring?
CSO Outfall Monitoring GSI Before Grey Sizing: Monitor and recalibrate models GSI With Grey: Monitor for Compliance and apply adaptive Management
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What’s Next? Integrated Plan
Version 4 of the IP contains slightly different costs per kg/TSS : Sweeping = $23, South Park = $45, NDS = $112.
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Focus on Creek Watersheds Water Quality Protection
Integrated Planning Focus on Creek Watersheds Water Quality Protection Flow/Volume reduction preferred
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Modeling: Monitoring: HSPF Based Continuous Models (MGS Flood)
Size to Provide Treatment: Code: 91% of average annual flow or Efficiency/knee of the curve 72% of average annual flow Monitoring: Volume Captured/Filtered Removal of key parameters
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Discussion
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