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<br />I <br />'I <br />il <br />il <br />:1 <br />I <br />I <br />I <br />il <br />:1 <br />I <br />:1 <br />;t <br />I <br />I <br />il <br />I <br />11 <br />!I <br /> <br />SECTION II HYDROLOGIC ANALYSIS <br /> <br />Chapter 5 Storm Runoff Methods of Analysis <br />5.1 General Statement <br /> <br />5.2 <br /> <br />Rat i ona 1 <br />5.2.1 <br />5.2.2 <br />5.2.3 <br /> <br />Method <br />Runoff Coefficient, C <br />Rainfall Intensity, i <br />Runoff Time of Concentration, Tc <br />Overland Flow <br />Storm Sewer and/or Road Gutter Flow <br />Channel Flow <br /> <br />5.3 Soil Conservation Service SCS Hydrograph Method <br />5.3.1 Definition of Terms <br />5.3.2 Drainage Basin Delineation <br />5.3.3 Storm Rainfall <br />5.3.4 Rainfall Excess <br />5.3.5 Unit Hydrograph Development <br />5.3.6 SCS Dimensionless Unit Hydrograph <br />5.3.7 Calibration <br />5.3.8 SCS Hydrograph Computer Program <br /> <br />5.4 Statistical Analysis of Streamflow <br />5.4.1 Flood Frequency Determination "_.. <br />5.4.2 Regional Streamflow Analysis' <br />5.4.3 Flood Plain Studies in City/County __ <br /> <br />5.5 Flood Flow Routing/Models , <br /> <br />SECTION III DESIGN METHODS AND STANDARDS <br /> <br />Chapter <br /> <br /> <br />/ <br /> <br />Street Drainage <br /> <br />6.1 General a ement <br /> <br />6.2 <br /> <br />Street <br />6.2.1 <br />6.2.2 <br />6.2.3 <br />6.2.4 <br />6.2.5 <br />6.2.6 <br />6.2.7 <br />6.2.8 <br /> <br />Drainage Design Criteria <br />Street Capacity for Initial Storms <br />Calculating Capacity <br />Street Capacity for Major Storm <br />Calculating Capacity <br />Ponding <br />Cross Street Flow <br />Gugger Capacity <br />Inlets <br /> <br />-3- <br />