Quantcast Channel Geometry

Geomorphic Assessment of Channel Systems
streams in northern Mississippi and other watersheds indicate that berms often build to an
elevation equivalent to the 1- to 2-year frequency flow. Therefore, well established berms not
only indicate stability, but also provide insight into the dominant discharge for the stream.
Terraces are another feature that provide information on channel morphology and
the history of channel instability. When a channel degrades, it creates a relatively high
erosional escarpment which was previously the top bank (Figure 3.2). This is called a terrace
or inactive floodplain. Terraces are usually higher than the active floodplain (berms) and may
only be overtopped by extreme flood events. In many instances, there may be several different
terraces, each the result of separate episodes of degradation. For this reason, a detailed
survey of the terraces may yield valuable information about the erosional history of the
Channel Geometry. An alluvial stream will size itself in accordance with the
magnitude and frequency of the discharges imposed upon the system. This is accomplished
through the rearrangement of the bed and bank materials within the channel. Therefore, it is
important during the field investigation to observe the dimensions and geometry of the stream,
particularly the width and depth. In some instances this may be the only survey information
you will be able to obtain, while in others, it may be used as supplementary data for the
existing field surveys. The width and depth of the stream should be measured at low water
and top bank conditions. If berms or terraces are present, then the width and depth associated
with these features should also be measured. As a general rule of thumb, measurements
should be made about every 15 to 20 channel widths along the channel. If the stream shows
little variation for long distances, then measurements may be made less frequently.
Conversely, if the channel geometry is varying widely along the channel, then more frequent
measurements may be necessary.
Bank Stability. Heights and angles of the channel banks should be field-determined
to assist in a bank stability assessment. These data can be determined from surveyed cross
sections, but field verification is recommended since surveyed cross sections may not be
representative of the entire reach. Field measurements include estimation of bank height with
a survey rod or cloth tape, and of bank angle with an inclinometer.
During the field investigation it is also important to observe the bank stratigraphy,
mode of bank failures (slab, rotational failures, etc.), and indicators of potential instability
such as tension cracks in the upper bank. Proper identification of the bank stratigraphy and
its role in channel stability is best determined by an investigator with a background in geology
or sedimentology. The classification of the general composition of the observed layers and
the percent of the total bank composed by each layer should be recorded.


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