<br />methodology used for computing flood depths at the cross-sections is similar to accepted
<br />methodologies used by state and federal agencies in performing detailed analyses, except that
<br />there is no balancing of energy from one cross-section to the next.
<br />
<br />The four surveyed crossl.sectiQns, the six surveyed cross-sections transferred to reaches Dther than
<br />the reach where they were surveyed, and the two cross-sections that were hybrids of map cross-
<br />sections and field data are graphically represented in Figures 7A-M. Example rating curves were
<br />prepared for the four field-surveyed cross-sections. They are presented in Plates 11-14, after the
<br />floodplain maps.
<br />
<br />
<br />4.5 Delineating Flood Boundaries
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<br />The calculated flood depths for the various stream reaches were fIrst plotted on the quadrangle
<br />maps at the cross-section locations. The resulting floodplain widths were compared to the
<br />floodplain widths on the cross-section plots. The floodplain boundaries between the cross-
<br />sections were then approximated by delineating flood depth contours and interpreting the
<br />relationship between those flood depth contours and the ground contours. Consideration was
<br />given to the slope within each reach. The fInalized information was displayed on the USGS 7.5'
<br />quadrangle. maps (scale of 1" = 2,000'). A table identifying the quadrangle maps used in each
<br />plate and the map scale is given in Figure 8. The location of each floodplain map plate is shown
<br />in Figure 9, and the floodplain maps are shown in Plates 1-10.
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