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<br />I <br />I. <br />il <br />il <br /> <br />Section <br /> <br />I <br />'I <br />II <br />I <br /> <br />II <br />II <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />XI <br /> <br />XII <br /> <br />EVALUATION OF AND DESIGN RECOMMENDATIONS FOR <br />DROP STRUCTURE IN THE DENVER METROPOLITAN AREA <br /> <br />T ABLE OF CONTENTS <br />(Continued) <br /> <br />Title <br /> <br />Anderson, Paintal and Davenport, Tentative <br />Design Procedure for Riprap-Lined Channels <br />Samad, Anal ysis of Riprap for Channel <br />Stabilization . . . . . . . . . . . . . . . <br />Smith and Murray, Cobble Lined Drop Structures <br />Oliver, through and Overflow Rockfill Dams . . <br />References Providing Information on Shield's <br />Parameter, Flow Relationships and Roughness <br />for Conditions Similar to District Drop <br />Structures . . . . . . . . . . . . . <br />Bathurst, Hydraulics of Mountain Rivers . . . <br />Other Guidelines Regarding Drop Height, Flow <br />Depth, "Hydraulic Jumps" and Downstream <br />Stability ................ <br />Linder, Stabilization of Stream Beds with Sheet <br />Piling and Rock Sills . . . . . . <br />REVIEW OF DISTRICT FIELD CASES. . . <br />Methodology for Hydraulic Analysis . <br />Methodology for Rock Sizing Analysis <br />DESIGN GUIDANCE . <br /> <br />GROUTED ROCK REVIEW <br />INTRODUCTION. . . <br />FORCES . . . . . . <br />Weight of Water <br />Shear Stress . . <br />Bouyant Weight of Rock and Grout <br />Impact Force <br />Uplift Pressure <br />Turning Force <br />Friction . . <br />Frost Heave <br />ANALYSIS . . . <br />Conclusion <br /> <br />DESIGN GUIDELINES <br />INTRODUCTION. . . <br />TYPES OF DROPS <br />General Procedure <br /> <br />TOC-5 <br /> <br />Page <br /> <br />X-12 <br /> <br />X-14 <br />X-14 <br />X-IS <br /> <br />X-19 <br />X-2D <br /> <br />X-2I <br /> <br />X-23 <br />X-23 <br />X-27 <br />X-3D <br />X-33 <br /> <br />XI-I <br />XI-I <br />XI-I <br />XI-I <br />XI-3 <br />XI-3 <br />XI-3 <br />XI-3 <br />XI-4 <br />XI-4 <br />XI-4 <br />XI-4 <br />XI-4 <br /> <br />XII-1 <br />XII-I <br />XII-I <br />XII-1 <br />