Laserfiche WebLink
<br />5.0 INTERPRETATION OF TillS REPORT <br /> <br />5.1 Hvdi-ologic Findings <br /> <br />The results of the hydrologic analysis for the White River are considered accurate. They are <br />based in part on existitJ.g approved data. <br /> <br />5.2 Hvdraulic Findin~s <br /> <br />The hydraulic methods used for this study are similar to those used in more detailed studies and <br />much more detailed than the typical approximate studies. The 100-year flood depths range from <br />7.4 feet in a medium width reach of the river to 13.1 feet at the downstream limit of the study. <br />The flood depths are generally consistent throughout the study reach with differences of a few <br />feet (8-13 feet for 100-year flow depths). <br /> <br />5.3 <br /> <br />FloodDlain Delineations <br /> <br />The primary difficulty in presenting precise delineation of the 50-year and 100-year floodplains <br />was the limited quality of the available base mapping for the lower White River. Using USGS <br />topographic quadrangle maps at contour intervals of 20 or 40 feet to portray flood lines in <br />unsurveyed areas provides limited information. The margin for interpretation is very great, <br />especially in wider reaches of the river where contours are widely spaced. More detailed <br />topographic information will be needed in areas of specific interest. <br /> <br />This study can be utilized to prepare more detailed floodplain delineations in such areas of <br />specific interest. Those who are interested in greater detail have three choices for using this <br />study: <br /> <br />1) They can refer to the detailed study information for the stream reach in and around <br />Rangely; <br />2) They can rely on the hydrologic determinations and use other topographic information and <br />hydraulic models; or <br />3) They can use the depth calculations with other topographic information from field surveys <br />or other maps. <br /> <br />22 <br /> <br />6.0 REFERENCES <br /> <br />1. Federal Emerllencv Manallement Allencv; Flood Insurance Study and Flood Insurance <br />Rate Map dated September, 1990; Town of Rangely, Colorado. <br /> <br />2. <br /> <br />Federal Emerllencv Manallement Allencv; Flood Insurance Study and Flood Insurance <br />Rate Map dated September, 1991; Town of Meeker, Colorado. <br /> <br />3. <br /> <br />Federal Emerllencv Manaflement Allency; Flood Insurance Study and Flood Insurance <br />Rate Map dated February, 1990; unincorporated Rio Blanco County, Colorado. <br /> <br />4. <br /> <br />Merrick and Comvanv: Floodplain Information Report on the White River, Sulphur Creek, <br />and anderson Heights Drainageway, Town of Meeker, Colorado. <br /> <br />5. <br /> <br />United States Geolollical Survey: Water-Data Report, Water Resources Data, Colorado, <br />Water Year 1993. <br /> <br />6. <br /> <br />Curve fit Prow-am: A public domain computer program, version 1.0 by T. S. Cox <br /> <br />7. <br /> <br />Chow. Yen Te; Open Channel Hydraulics, 1959 <br /> <br />8. <br /> <br />OANY; An in-house hydraulics computer program (not for public domain) <br /> <br />23 <br />