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<br />I <br />I <br />( <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 />II <br /> <br />I <br /> <br />N" <br /> <br /> <br />2.55 <br /> <br />13" <br /> <br />.." <br /> <br />84" <br /> <br />t2" <br /> <br />I <br />2... <br />I <br /> <br />2.. <br /> <br />M' <br /> <br />~ j 43" <br /> <br />- <br />-" <br /> <br />(.Au,. <br />~ I <br />" <br /> <br />? ~ 3.'S' <br />?., ~... <br /> <br />II <br /> <br />- -~_. <br />r <br />\\ <br />,__U.s.~_,",,"'''''' Missouri <br />~':iooo. 1171 0 20 <br />ZaM 15 T___ MtrcllOI' PfOtec*n. I. '. <br />02040 <br /> <br />EXPLANATION <br /> <br />IT!!] AREA OF EOUAL 2-YEAR, 24-HOUR PRECIPITATION <br />INTENSITY -NulTbet is preciphation intensity, in inches <br /> <br />FIgure 5. Distribution of 2-year, 24-hour precipitation intensity for Iowa and southem Minnesota. <br /> <br />reference and the cartographic data source used <br />for both GIS procedure and manual <br />measurements. <br /> <br />streamflow-gaging stations used in the <br />drainage-basin flood-estimation method. These <br />comparison measurements were made for those <br />primary drainage-basin characteristics <br />identified as being significantly related to flood <br />runoff in the multiple-regression equations <br />presented in the following section entitled <br />"Drainage-Basin Characteristic Equatioll8-' <br />Comparison measurements were made from <br />topographic maps of the same scales as were <br />used in the GIS procedure. The results of the <br />comparisons are shown in table 1. <br /> <br />Verification of Drainage-Basin <br />Characteristics <br /> <br />To verify that the drainage-basin <br />characteristics quantified using the GIS <br />procedure are valid, manual topographic-map <br />measurements of selected drainage-basin <br />characteristics were made for 12 of the <br /> <br />I <br />I <br />! <br /> <br />E8TJMATlNG DESIGN.FLOOD Dl8CllABGES U81NG DIlAIHAGB-IIA8DI CIIAIIACTIlIIII II <br />