Abstract:The new Peekskill (New York) Water Treatment Plant faced several design complexities, including connecting the new facility and high‐service pumps to the existing clearwell without interrupting service; installing a new intake; and managing a project site underlain with bedrock, requiring costly excavation. An award‐winning approach was used to optimize the conventional dissolved air flotation (DAF) process and include a pump station that allowed the plant to be constructed at grade, minimizing excavation.
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