WasteWater Operator Certification - Grade 2 Practice Test

Question: 1 / 400

What should the flow velocity be through a grit channel?

0.5 ft/s

1.0 ft/s

The flow velocity through a grit channel is critical for effectively removing grit and particles from wastewater without flushing them downstream. A flow velocity of 1.0 ft/s is optimal in this context, as it provides a balance between maintaining adequate hydraulic transport of grit while ensuring that lighter organic materials are not carried away.

At this velocity, the abrasive particles like sand and gravel can settle out of the flow, while still allowing for sufficient movement of water to prevent stagnation and promote the continued operation of the treatment system. Higher velocities may lead to turbulence that can resuspend settled grit, while lower velocities might not provide enough force to transport grit effectively. Thus, a flow velocity of 1.0 ft/s is established as a standard practice in wastewater treatment for maintaining effective grit removal.

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1.5 ft/s

2.0 ft/s

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