SLIDE 1 2013 PNWS-AWWA Conference May 9, 2013
Using Computational Fluid Dynamics (CFD) to Understand & Improve Water Treatment
CH2M HILL Paul Berg Adam Nielsen EWEB Wally McCullough Ray Leipold
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EWEB Hayden Bridge Filtration Plant
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Flow Path
Raw water inlets Inlet distribution channel Baffle walls Settling Basins Intermediate collection channel Filters Outlet distribution channel
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Observed short circuiting
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North Settling Basin Intermediate collection channel Filters Inlet distribution channel Baffle walls
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STARTING POINT—
MODEL EXISTING PLANT
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Low High
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2 feet below the surface
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1 hour
Tracer results
Old New
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2 hours
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4 hours
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6 hours
SLIDE 16 Findings
- 1. Uneven distribution into the 3 basins
- 2. Short-circuiting within basins
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No. 1 23% 33% 45% 2 59% 10% 31% 3 40% 20% 39% 4 55% 15% 30% 5 60% 19% 21% South Center
Existing Plant Modeling Results
North
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What’s the answer?
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#1 – Close N. Basin side outlet
12 feet below the surface Option #1 Original
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#2 – Close baffle openings
Original 12 feet below the surface Option #2
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#3 – Reduce channel inlet size
Original 12 feet below the surface Option #3
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#3 – Reduce channel inlet size
2 feet below the surface
SLIDE 23 Lessons
What you see on the surface doesn’t tell
the whole story
Right angles are not part of water
vocabulary
You don’t solve hydraulic problems by
guessing
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You can’t cheat the headloss troll
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Questions?
Paul.berg@ch2m.com