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FLOOD10363 (2)
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Last modified
11/23/2009 12:49:17 PM
Creation date
7/13/2007 9:28:00 AM
Metadata
Fields
Template:
Floodplain Documents
County
Gunnison
Community
Gunnison County
Stream Name
East River, Cement Creek, Alkali Creek, Ohio Creek
Title
Gunnison County Flood Hydrology, Contract # W99-D-0018 Final Report
Date
11/1/2004
Prepared For
US Army Corps of Engineers, CWCB and Gunnison County
Prepared By
Tetra Tech, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />5.6 REACH 7 - OHIO CREEK UPSTREAM OF THE CONFLUENCE WITH THE GUNNISON RIVER <br /> <br />5.6.1 Description of Reach 7 <br /> <br />The reach length of Ohio Creek from the confluence with the Gunnison River up to the 51 N-15S township <br />line is approximately 12 miles with a contributing drainage area of 167 square miles. The USGS Gage <br />Ohio Creek near Gunnison (ID# 09114000) recorded data for six years from 1945 to 1951, and a nearby <br />gage, Ohio Creek above Mouth near Gunnison (ID#091139S0), recorded data from 1995 through 2000. <br />Further upstream, the USGS Gage Ohio Creek near Baldwin with a drainage area of 121 square miles <br />(ID# 09113500) recorded data from 1940-1950, 1959 through 1971, and 1980 through 1981. <br /> <br />Significant tributaries including Mill Creek, Carbon Creek, and Castle Creek are all located above the <br />gage near Baldwin. No significant side inflows are apparent below this gage; however, there are several <br />ungaged diversions on Ohio Creek. A detailed evaluation of the diversions is not included in the analysis <br />of the stream gage records for this study. <br /> <br />5.6.2 Flood Records for Reach 7 <br /> <br />The existing gage records do not provide an adequate data set for flood frequency analysis. The Ohio <br />Creek near Baldwin gage recorded daily and peak flow data for twenty-seven years, representing the <br />upper reach of the creek. The Ohio Creek near Gunnison and Ohio Creek above Mouth near Gunnison <br />represent the lower half of the reach. Together, the two gages represent nine years of record. <br /> <br />The REGFREQ program was used to determine the correlation of the available flow data to nearby gages <br />on the Gunnison River system. A high degree of correlation (>0.9) exists between the Ohio Creek near <br />Gunnison and the Ohio Creek at Baldwin. Since no other gage presented an acceptable correlation with <br />the Ohio Creek near Gunnison, the Ohio Creek at Baldwin was chosen to expand the data set for the <br />Ohio Creek near Gunnison daily stream gage flows. <br /> <br />Attempts were made to use data from Reach 9 (Gunnison River from Ohio Creek to Tomichi Creek) and <br />Reach 6 (Gunnison River from A1mont to Ohio Creek) to extend the peak flow record for both the upper <br />and lower portion of Reach 7. Daily values for Reach 6 were subtracted from the daily values for Reach 9 <br />to create a set of daily values that in theory represent the flow in Ohio Creek. (It is the only major tributary <br />on the two reaches of the Gunnison). Unfortunately, this resulted in a large number of negative results <br />and generally unsatisfactory data. Possible reasons for the unsatisfactory results include the construction <br />of Reach 6 data using both natural and deregulated flow versus the entirely deregulated Reach 9 flows, <br />and subtle interactions caused by the deregulation procedure. <br /> <br />5.6.3 Results for Reach 7 <br /> <br />Before any analysis was completed, the data record for both the Ohio Creek gages were filtered for rain <br />on snow events, using the 0.5 inch criteria discussed in Section 4.1.1. No rain on snow events were found <br />in either Ohio Creek gage record. <br /> <br />The REGFREQ and HEC-FFA programs were used to perform the analysis on the flow record in <br />Appendix A - Table A.6. Prior to using the REGFREQ program, HEC-FFA was used on both the Ohio <br />Creek gage data sets to test for low and high outliers based on a methodology described in Bulletin 17B. <br />No outliers were found. The results from the analysis are presented in Figure 5.6.3.1. Additionally, the <br />adopted statistics and the 10, 2, 1, and 0.2 percent chance exceedence flows are presented in Table <br />5.6.3.1. <br /> <br />30 <br />
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