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<br />------------------- <br /> <br />TABLE 6 . <br />COLORADO RIVER FLOOD DEPTH SUMMARY <br /> <br /> <br />..................................... ..... ............................... <br />..................................... ........................................... <br />......................~.............., .......................................... <br />..............~........ .............. ........................................... <br />m.nooPLAlNWlbTHSA1tCi.OSS~ <br />................................................ ................................ <br />SEciQNs~: .""""...",.""."""",. <br /> <br />SEE COE STUDY <br />2 <br /> <br />SEE COE STUDY <br />2 <br /> <br />SEE COE STUDY <br />2 <br /> <br />SEE COE STUDY <br />2 <br /> <br />1470' <br /> <br />2 <br /> <br />1450' <br />2 <br /> <br />18.24' <br /> <br />2 <br /> <br />17.883 <br />2 <br /> <br />(93-57) <br />- <br /> <br />(57-50) <br />- <br /> <br />49.5 <br />(47.5-45) <br /> <br />DETAILED STUDY <br />CANYON3 <br /> <br />4 <br /> <br />SEE FEMA <br />2 <br /> <br />SEE FEMA <br />2 <br /> <br />SEE FEMA <br />2 <br /> <br />SEE FEMA <br />2 <br /> <br />865 <br />430' <br /> <br />855 <br />390' <br /> <br />21.26 <br />26.55 <br /> <br />20.384 <br />24.884 <br /> <br />(44-17) <br />- <br /> <br />(17-12.5) <br />12 <br />1.5 <br /> <br />A-A' <br /> <br />CANYON/DET AILED <br />STUDY <br /> <br />DETAILED STUDY <br /> <br />CANYON2 <br /> <br />B-B' <br /> <br />C-C <br /> <br />5 <br />6 <br />7 <br /> <br />9 <br /> <br />8 <br /> <br />10 <br />11 <br />12 <br /> <br />VALUE SHOWN INCLUDES 3 <br /> <br />WIDTH AT CROSS-SECTION; ACTUAL WIDTH VARIES BETWEEN CROSS-SECTIONS WITHIN EACH REACH <br />CANYON REACH DEPTHS NOT INCLUDED, AS DESCRIBED IN SECTION 4.3. <br />FLOOD DEPTH INITIALLY COMPUTED FROM TOP OF WATER DURING LOW FLOW PERIOD (1195); <br />ADDED AS AN AVERAGE DEPTH FROM LOW WATER TO THE CHANNEL BOTTOM. <br />4' ADDED AS AN AVERAGE DEPTH FROM LOW WATER TO THE CHANNEL BOTTOM <br /> <br />1 <br />2 <br />3 <br /> <br /> <br />4 <br />