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<br />, <br /> <br />Paragraph <br /> <br />~ <br />A <br />, <br /> <br />5-01 <br />5-02 <br />5-06 <br />5-07 <br /> <br />TABLE OF CONTENTS (Cont'd) <br /> <br />Page <br /> <br />v - STANDARD PROJECT FLOOD ESTIMATES <br /> <br />General <br />Standard project storm <br />Standard project flood <br />Flood frequencies <br /> <br />17 <br />17 <br />19 <br />20 <br /> <br />VI - PROJECT DESIGN FLOOD <br /> <br />6-01 General <br />6-02 Project design flood <br /> <br />23 <br />23 <br /> <br />7-01 <br />7-02 <br />7-03 <br />7-04 <br />7-05 <br />7-06 <br /> <br />i7 ~ <br />; <br /> <br />8-01 <br />8-05 <br />8-06 <br />8-07 <br />8-08 <br /> <br />9-01 <br />9-04 <br />9-08 <br />9-13 <br />9-14 <br /> <br />VII - WATER SURFACE PROFILES <br /> <br />Arkansas River floodway <br />u.s. Highway 50 bridge <br />AT&SF Railway bridge <br />OVerbank clearing <br />Coincident flow <br />Hydrologic facilities <br /> <br />25 <br />26 <br />26 <br />26 <br />26 <br />26 <br /> <br />VIII - SEDIMENTATION <br /> <br />Sediment sources <br />Sediment quantities <br />Aggradation of Arkansas River <br />Effect of Las Animas project <br />Scour during design flood <br /> <br />27 <br />27 <br />27 <br />28 <br />28 <br /> <br />IX - INTERIOR DRAINAGE <br /> <br />General <br />Existing interior drainage pattern <br />Design criteria <br />Ponding areas <br />Sediment from interior drainage <br /> <br />28 <br />29 <br />30 <br />31 <br />31 <br /> <br />X - RECOMMENDATIONS <br /> <br />10-01 Recommendation <br /> <br />33 <br /> <br />b <br />