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<br />Secti on <br /> <br />1 <br />2 <br />3 <br />4 <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br /> <br />TABLE OF CONTENTS <br /> <br />Chapter <br /> <br />Page <br /> <br />1. INTRODUCTION <br /> <br />Origin of Program <br />Overview of Program Capabilities <br />Supplementary Program <br />Computer Equipment Requirements <br /> <br />1 <br />1 <br />1 <br />2 <br /> <br />2. THEORETICAL BASIS FOR PROFILE CALCULATION <br /> <br />Genera 1 <br />Equations for Basic Profile Calculation <br />Cross Section Subdivision <br />Friction Loss Evaluation <br />Computation Procedure <br />Critical Depth Determination <br />Program Limitations <br /> <br />3 <br />3 <br />5 <br />6 <br />7 <br />8 <br />9 <br /> <br />3. BASIC DATA REQUIREMENTS <br /> <br />General <br />Flow Re9ime <br />Starting Elevation <br />Discharge <br />Energy Loss Coefficients <br />Cross Section Geometry <br />Reach Lengths <br /> <br />11 <br />11 <br />12 <br />12 <br />12 <br />14 <br />15 <br /> <br />4. OPTIONAL CAPABILITIES <br /> <br />General <br />Multiple Profile Analysis <br />Critical Depth <br />Effective Flow Options <br />Bridge Losses <br />Encroachment Options <br />Optional Friction Loss E1uations <br />Channel Improvement <br />Interpolated Cross Sections <br />Tributary Stream Profiles <br />Solving for Manning's 'n' <br />Storage-Outflow Data <br /> <br />16 <br />16 <br />16 <br />17 <br />18 <br />19 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br /> <br />5. PROGRAM INPUT <br /> <br />Genera 1 <br />Card Format <br />Data Organization <br />Stacked Jobs <br />Documentation Cards: AC, C, T1 - T3 <br />Job Control Cards: J1 - J6, EJ & ER <br />Change Cards: NC, NH, QT, ET & CI <br />Cross Secti on Cards: Xl - X5 & GR <br />Bridge Cards: SB & BT <br /> <br />ii <br /> <br />25 <br />25 <br />25 <br />25 <br />25 <br />26 <br />27 <br />28 <br />29 <br />