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<br />,4 <br /> <br />TECHNICAL MANUAL <br /> <br />DELINEATION OF FLOOD-PRONE AREAS <br /> <br />The following procedures can be used for outl ining flood-prone areas. <br /> <br />Direct field measurement: <br /> <br />I. Compute flood-depth information for selected sites along streams. <br /> <br />2. Visit selected sites and locate points of zero flow in channel near <br />site for base reference points (see fig. 12). <br /> <br />3. Add computed flood depths to points on streambed profile and u.e <br />surveying techniques to locate points on each side of stream which represent <br />1 imits of flood plains for the selected recurrence-interval flood. <br /> <br />4. Repeat above steps at enough sites to enable interpolation of flood- <br />plain boundary for study reach. <br /> <br />5. Flood-plain boundary points may be transferred onto topographic map. <br /> <br />Office measurement: <br /> <br />I. Using the methods described in this manual, compute discharges and <br />depths at several locations along each stream. Computations always need to be <br />made just downstream from each major tributary. <br /> <br />2. Plot profile of streambed based upon measurements on topographic map <br />of distance between contour crossings. <br /> <br />3. Plot depths computed in I as vertical distances above streambed <br />profile. <br /> <br />4. Draw flood profile using depths from 3. <br /> <br />5. From map study, locate where flood profile intersects land-surface <br />contours and mark locations on map. Some subjective judgment often is <br />required. <br /> <br />6. Draw flood-plain boundary between marked locations, being guided <br />by contour shape. Again, subjective judgment is required in many instances. <br />Accuracy of flood-prone area maps prepared by this method is closely related <br />to the contour interval of the map used. Large errors can result when maps <br />with large contour intervals are used. <br />