Laserfiche WebLink
<br />. <br /> <br />. <br /> <br /> <br />W~T!;~ <br /> <br />~!;SOU~(!;S <br /> <br />(O~SULT'\NTS , I~C <br /> <br />2765 South Colorado Boulevard. Suite 218. Denver, Colorado 80222. (303) 756-3821 <br /> <br />November <br /> <br />24'1197~-,c----, <br />D . (",Y i."'~lI5'01'r-\~D~--1ml.. <br />," -". " "', n <br />"-CJ..' ',_ . , <br />[:'.'- '. j, -'~' '/ \".: ::. ~::~; ill <br />i. NOV271978 .~:: <br />~_, ':i <br />COLO-~ ",', ,j <br />CO ,WAIt.ii <br />- ifY.SERVATlON BOARD <br /> <br /> <br />Mr. William P. Stanton <br />Senior Water Resource Engineer <br />Colorado Water Conservation Board <br />823 State Centennial Building <br />1313 Sherman Street <br />Denver, Colorado 80203 <br /> <br />WRC File: <br />Subject: <br /> <br />1281/4 <br /> <br />Supplemental Input to the <br />Hydrologic Addendum <br /> <br />Dear Mr. stanton: <br /> <br />We have received your comments of November 22, 1978, regarding the <br />Hydrologic Addendum for the South Arkansas River floodplain study near Salida, <br />Colorado. <br /> <br />We have adjusted the discharges for 050 presented in Table-3 of the Hydro- <br />logic Addendum submitted to you on October 27, 1978. Four frequency-discharge <br />curves for respective South Arkansas River reaches are attached. <br /> <br />The adjusted values for 050 were based on a comparison of 050 as a per- <br />centage of 0100 for eleven streamflow recording stations located in the Upper <br />Arkansas River basin. These stations were those used in the South Arkansas <br />River/Poncha Creek floodplain study. Utilizing the elevation stations, we <br />found that the 050 as a percentage of 0100 ranged from a low of 82.3% to a high <br />value of 98.2% with an average figure being 90.9%. The average figure for the <br />three stations used to plot the peak flow-area-frequency curves in the South <br />Arkansas River/Poncha Creek study was 87.3%. Similar values for the three <br />stations ranged from a low of 83.8% to a high of 91.7%. <br /> <br />Applying the 90.9% figure, we computed 050 values for the four stream <br />reaches presented in Table-3 of the Hydrologic Addendum. The recommended peak <br />flows (including the revised Q50 ) for the four reaches of the South Arkansas <br />River are presented below. Plots of the frequency-discharge curves for the <br />same reaches are presented in Figures 1 through 4. The curves plotted as a <br />smooth function on the logarithmic probability graph paper. <br />