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<br />T ABLE OF CONTENTS (Continued) <br /> <br />BIBLIOGRAPHY <br /> <br />Selected F HW A Hydraulics Publications <br />References <br /> <br />Page <br /> <br />Bibliography - I <br />Bibliography - 5 <br /> <br />APPENDICES <br />APPENDIX I - INDEX <br /> <br />APPENDIX 2 - Solved Problems - Chapter II <br /> <br />Problem 2.1 - Evaluation of the Correction F actors a and 13 <br />Problem 2.2 - Superelevation in Bends <br />Problem 2.3 - Standard Step Method for Backwater <br />Computation <br />Problem 2.4 - Maximum Stream Constrictions without <br />Causing Backwater <br />Problem 2.5 - Water Surface Elevation Upstream of a <br />Grade Control Structure <br />Problem 2.6 - Bridge Backwater Elevation <br />Problem 2.7 - Overtopping of Low Water Stream Crossings <br />Problem 2.8 - Velocity Distributions in Bends <br /> <br />APPE-NDlX 3 - Solved Problems - Chapter III <br /> <br />Problem 3.1 - Sediment Properties and F all Velocities <br />Problem 3.2 - Velocity Profiles and Shear Stress <br />Problem 3.3 - Beginning of Motion <br />Problem 3.4 - Bedforms and Resistance to Flow <br />in Sandbed streams <br />Problem 3.5 - Resistance to Flow in Gravel Bed Streams <br />Problem 3.6 - Sediment Concentration Profile <br />Problem 3.7 - Calculation of Bed Sediment Transport <br />Using Meyer-Peter and Muller Method <br />Problem 3.8 - Application of the Einstein Method to <br />Calculate Total Bed Scdiment Discharge <br />Problem 3.9 - Calculation of 10tal Bed Sediment <br />Discharge using Colby's Method <br />Problem 3.10 - Calculation of 10tal Bed Sediment <br />Transport Using Power Relationships <br />Problem 3.11 - Armor Layer Formation <br />Problem 3.12 - Sediment 1 ransport in Culverts <br /> <br />xii <br /> <br />IA-I <br /> <br />IIA-l <br /> <br />IIA-l <br />IIA -4 <br />IIA -6 <br /> <br />IIA-Il <br /> <br />IIA -12 <br /> <br />IIA -15 <br />IIA -IS <br />IIA - 21 <br /> <br />IlIA -I <br /> <br />IlIA -I <br />IlIA -6 <br />IlIA -9 <br />I1IA-IO <br /> <br />IlIA -II <br />iliA -12 <br />I1IA-14 <br /> <br />IlIA -I 5 <br /> <br />IlIA -23 <br /> <br />IlIA -27 <br /> <br />iliA - 28 <br />IlIA -29 <br /> <br />I <br />J <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />III <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />