Open Channel Velocity
Profiling
part 3 of 13
Site Inspection Guidelines
A site that produces the typical profile shape will
give the most accurate results. In a majority of the cases, problem sites
can be identified by a visual inspection. Site inspection guidelines are as
follows:
 | The channel should have as much straight run
as possible. Where the length of straight run is limited, the
length upstream from the profile should be twice the downstream
length.
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 | The channel should be free of flow
disturbances. Look for protruding pipe joints, sudden changes
in diameter, contributing sidestreams, outgoing sidestreams, or
obstructions. Clean any rocks, sediment, or other debris that
might be on the bottom of the pipe.
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 | The flow should be free of swirls, eddies,
vortices, backward flow, or dead zones. Avoid areas that have
visible swirls on the surface.
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 | Avoid areas immediately downstream from
sharp bends or obstructions.
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 | Avoid converging or diverging flow (approach
to a flume) and vertical drops.
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 | Avoid areas immediately downstream from a
sluice gate or where the channel empties into a body of stationary
water.
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