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<br />10S"W <br />39" 4S'N <br /> <br />39.30'N <br /> <br />39.IS'N <br /> <br />39.N <br /> <br />104.4S'W <br /> <br /> <br /> <br />.' <br />, <br />, <br />, <br />, <br /> <br /> <br />" <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />. <br /> <br />."\ <br /> <br />, <br />, <br />1\ -. <br />-., <br />, <br />. <br />, <br />. <br />,- <br /> <br />, <br />, <br />, <br />, <br />, <br />, <br />. <br />, <br />, <br />, <br />, <br />" <br />, <br />, <br />, <br />, <br />, <br />. <br />:' <br />. <br />, <br />. <br />" <br />, <br />: <br />I <br />I <br />I <br />/' <br />" <br />_,I' <br />..I'''' <br /> <br />1...5.......__ _ _ _ __ _ ,_"...- <br /> <br />.( <br />, <br />. <br />. <br /> <br />'-'-.. <br />-".., <br /> <br />'\-,-\ <br /> <br />" <br />"-, <br /> <br /> <br /> <br />Figu.... 2, Isohyets (black; solid-whole-inch; dashed-halt-inch) ot maximum <br />continuo... 1 -hr combined or total precipitation tor the probable maximum etorm <br />over the Cherr:y Creek basin (Io~ and short dashed reel lins). Latitude and <br />lo~itude are .n bl"". The scale ,s, approximately, 1: 250,000. Positioning <br />i. d..lgned to produce the lorgeat. volume of nonorogrQp'hic precipitation over <br />the entire drainage. Other poaitioninga would hove d.tterent hydrologic <br />consequence.. <br /> <br />104"jO'W <br />