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Last modified
7/28/2009 2:32:23 PM
Creation date
4/11/2008 3:38:50 PM
Metadata
Fields
Template:
Weather Modification
Contract/Permit #
14-06-D-6467
Title
An Operational Adaptation Program for the Colorado River Basin
Prepared By
Lewis O. Grant, Chappell, Crow, Mielke Jr., Rasmussen, Shobe, Stockwell, Wykstra
Date
10/1/1969
State
CO
Country
United States
Weather Modification - Doc Type
Report
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<br />1951. The recording stations show only the July 27, <br />1927, storm and that as nothing particularly severe. <br /> <br />-, <br /> <br />In summary, floods at Ouray have <br />resulted from intense summer season rainfalls. No <br />information has been uncovered that indicated snow <br />melt presents a serious flooding problem in the Ouray <br />area. <br /> <br />c. Snowmelt Peak Flow Estimates for the San <br />Juan Area <br />Snow melt peaks rarely cause material <br />flood damage in the San Juan Mountain area. Tn.e <br />greatest peak flows have occurred outside of the snow <br />melt season and have ranged from near the maximum <br />snow melt peak to three or four times this amount. <br />Local flood damage is much more likely to be caused <br />by temporary debris jams than by lack of normal <br />, channel capacity. <br /> <br />However, the probability of high peak <br />flows does increase with the snowpack. There is the <br />probability that some combination of snow melt and <br />rainfall will combine to produce flood problems from <br />once in twenty to once in fifty years. <br /> <br />The maximum flow recorded during the <br />period 1936-67 for six major streams originating in <br />the San Juan Range ranged from 188% of average for <br />the Conejos near Mog.ot~ to 24.0% of av~ra~e for t!"1e.._ <br /> <br />South Bork of the Rio Grande at South Fork" Colorado. ' <br />Since the Conejos and main stream Rio Grande have <br />substantial reservoir control the more practical limits <br />are 200 to 240% of average. There were no excessive <br />summer rainfalls covering a large area in the 1936-67 <br />period although in 1941 and 1949 and to a lesser extent <br />in 1957 summer rainfall (during the snowmelt season) <br />was well above average. The maximum snow melt <br />peak on these streams occurred in June, 1927, <br />before snow pack records were available. The range <br />was from about 300 to 500% of the average snow melt <br />peak. Th'e maximum snow pack in this area occurred <br />in 1952. All peak flows were less than should have <br />been expected. The flows in this year should have <br />been exceeded in 60 to 75% of the years. In 1952 <br />there was some channel cleaning in the Dolores and <br />some diking near the town of Dolores. The reservoirs <br />on the Rio Grande were at low levels, due to three <br />previous years of low flow. Complete filling was <br />delayed. It is estimated that peak flow on the Rio <br />Grande was probably reduced from 10,000 to <br />11,000 cfs to about 7,000. There was no material <br />flood damage. <br /> <br />Table XXIII shows the chances that <br />specified percent of average peak flows will occur <br />based in the 1936-67 records. Flows are going to <br />exceed 200% of average about once in 15 years and <br />250% of 'average about once in 25 years. <br /> <br />TABLE XXIII.--Probability of exceeding specified peak flows <br />during snowmelt for the period 1936-67. <br /> <br /> Percent of Average Flow <br /> Stream 50 75 100 125 150 175 200 225 250 <br />S. Fork Rio Grande <br /> at South Fork .98 .86 .50 .32 .20 . 13 .09 .07 .05 <br />San Juan at Pagosa <br /> Springs .98 .80 .50 .38 .24 .14 .08 .06 .04 <br />Animas at <br /> Durango .98 .80 .48 .28 . 17 .10 .06 .04 .03 <br />Dolores at <br /> Dolores .98 .79 .49 .30 .19 .11 .07 .04 .03 <br /> <br />Note: Rio Grande near Del Norte and Conejos at Mogote not included because <br />of substantial regulation of flow. <br /> <br />Extension of the probability curves <br />indicate that 300% of average will be exceeded about <br />once in 50 to 75 years. <br /> <br />Streams like the Conejos which flows <br />across a flat area in San Luis Valley where any peak <br />flow near or above average could cause flooding of <br />lowlands. This is one of the factors in operations of <br />Platoro Reservoir- -to reduce peak flow to about <br />2000 cfs or 80% of average. <br /> <br />The correlation coefficient betwe~n <br />April 1 snow Viiater equivalent and peak flow are only <br />in the range 0.3 to 0.7. The higher correlation,s <br /> <br />exist on the high elevation gaging stations such as the <br />San Juan at Pagosa Springs and the South Fork of the <br />Rio Grande at South Fork. Correlation coefficients <br />decline with the distance from the snow pack area. <br />Typical scatter diagrams for snow water equivalent <br />versus peak flow for the Animas at Durango and the <br />Dolores River at Dolores are shown in Figures 60 <br />and 61. <br /> <br />A study was made of the probability of <br />occurrence of certain flows from a specified snow <br />pack on February 1 and April 1. The results are <br />listed in Tables XXIV through XXIX. The period <br />used was 1936 through 1967. Snow data had to be <br />estimated for ~p to 5 years on February 1 for some <br />streams. The }ollowing is the list of streams: <br /> <br />73 <br />
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