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r <br /> TABLE OF CONTENTS <br /> PAGE <br /> TABLE OF CONTENTS ii <br /> LISTS OF TABLES AND FIGURES <br /> SECTION 1 INTRODUCTION <br /> 1 . 1 Purpose 1-1 <br /> 1 .2 Scope 1-1 <br /> SECTION 2 HYDROLOGIC CRITERIA <br /> 2 . 1 Design Storm 2-1 <br /> 2 .2 Peak Flow Rate 2-1 <br /> 2 .2 . 1 Runoff Coefficient, C 2-1 <br /> 2 .2 .2 Tributary Area, A 2-4 <br /> 2 .2 .3 Time of Concentration 2-4 <br /> 2 .2 .4 Rainfall Intensity, I 2-6 <br /> 2 .3 Retention Basins 2-6 <br /> SECTION 3 HYDRAULIC CRITERIA <br /> 3 . 1 Manning Equation 3-1 <br /> 3 .2 Velocity 3-1 <br /> 3 .3 Surcharge 3-1 <br /> 3 .4 Minimum pipe size 3-3 <br /> 3 .5 Backwater 3-3 <br /> SECTION 4 DOCUMENTATION <br /> 4 . 1 Drainage Map 4-1 <br /> 4.2 Storm Calculation Sheet 4-1 <br /> SECTION 5 MISCELLANEOUS 5-1 <br /> ii <br />