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<br />Table <br /> <br />X-I <br /> <br />X-2 <br />X-3 <br /> <br />XII-I <br /> <br />XII-2 <br /> <br />XIII-I <br />XIII-2 <br />XIII-3 <br />XIII-4 <br />XIII-5 <br /> <br />XIII-6 <br /> <br />XIII-7 <br /> <br />EV AlUA nON OF AND DESIGN RECOMMENDA nONS FOR <br />DROP STRUCTURE IN THE DENVER METROPOLITAN AREA <br /> <br />T ABLE OF CONTENTS <br />(Cont inued) <br /> <br />Title <br /> <br />Smith and Murray Data, and Bathurst Data, Adjustment <br />of Shield's Parameter for Slope ........ <br />Equivalent Stone Sizes for Bermuda Grass Linings . . <br />E valuation of Denver Sloping Drop Cases to Determine <br />Appropriate Shield's Parameters . . . . . . . . . <br />Backwater Calculation by Standard Step Method Vertical <br />Drop in Rectangular Channel Distance to Hydraulic <br /> <br />Jump ................. <br />lane's Weighted Creep: Recommended Ratios <br /> <br />Standard Channel Hydraulic Parameters . <br />Grade Control Drop Structure Evaluation <br />Grade Control Drop Structure Evaluation <br /> <br />Unit Costs . . . . . . . . . . . . . <br />Drop Structure Evaluation Maintenance Cost <br />Computations . . . . . . . . . . . <br />Drop Structure Evaluation Capital Cost Comparison <br />Drop Configurations: HD vs Cost . . . <br />Grade Control Drop Structure Evaluation . . . . . <br /> <br />TOC-12 <br /> <br /> I <br /> I <br /> I <br />Page~ I <br />X-16 I <br />X-22 <br />X-34 I <br />XII-5 I <br />XII- 7 <br />X 111-3 I <br />XIII-5 <br />X 111-6 <br />XIII-7 Ii <br />XIII-IO <br />XIII-12 I! <br />X 111-13 <br /> I <br /> I <br /> I' <br /> I <br /> I, <br /> I <br /> I <br /> I <br /> I: <br /> I <br /> I <br />