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<br /> '" ~ ~ - ~ l <br /> '" J <br /> " - ~ <br /> I <br /> " -- ~ <br /> I <br />, 0 I <br />I w " , <br />~ <br /> < I <br /> ~ <br /> ;:: <br /> ~ <br /> => <br /> ~ <br /> 0 " <br /> ~ <br /> z <br /> w <br /> u <br /> '" <br /> w <br /> "- " <br /> .. <br /> w <br /> " <br /> '" <br /> < <br /> '" <br /> u '" --; <br /> '" <br /> 5 <br /> 30 - - -I <br /> <br /> <br /> <br />20 <br /> <br />" <br /> <br />I <br /> <br />, <br />, <br /> <br />'" <br /> <br />,.. <br /> <br />30' <br />TIME IN PERCENT OF LAG <br /> <br />... <br /> <br />'" <br /> <br />,.. <br /> <br />DOLORES RIVER NEAR DOLORES, COLORADO <br />FLOOD INSURANCE STUDY <br /> <br />Note: See Appendix A, Table 1 for <br />S-Graph Tabulation. <br /> <br />S-GRAPH <br /> <br />UPPER DOLORES RIVER, COLORADO <br /> <br />~In;rnF_l<aan:llnlonno"""~_Oo/l:lrft <br />__OalaresCO R--..o4-<:. ~by.ILB <br /> <br />U.S. ARMY CORPS OF ENGINEERS <br />SACRAMENTO DISTRICT <br /> <br />PLATE 7 <br />