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<br />I <br /> <br />I <br /> <br />I <br /> <br />TABLE OF CONTENTS <br /> <br />I <br /> <br />Page <br /> <br />I <br /> <br />NOTE TO TECHNICAL ADDENDUM USERS <br /> <br />LOCATION <br /> <br />1 <br /> <br />I <br /> <br />HYDROLOGIC ANALYSIS <br /> <br />I <br /> <br />Flood Characteristics <br />Method of Analysis <br />Dry Creek No.1 Peak Discharges <br />Rainfall Distribution <br />Drainage Areas <br />Subchatchment Data <br />Channel Data <br />Average Watershed Slope <br />Soils Data <br />Year 2000 Hydrology <br />Irrigation Ditches <br />Hydrology Effects of Irrigation Canals <br />Irrigation Ditches Effects on Peak Flows <br />Storm Intensity Input for Different Frequencies / <br />SWMM MODEL <br />SWMM Model Run / 100-Year Frequency <br /> <br />2 <br /> <br />2 <br />2 <br />4 <br />6 <br />9 <br />10 <br />12 <br />13 <br />14 <br />15 <br />19 <br />20 <br />24 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />25 <br />26 <br /> <br />HYDRAULIC ANALYSIS <br /> <br />I <br /> <br />General <br />Procedures <br />Sample - Structures Survey <br />Sample - Digitized Cross Section Plot <br />Determination of Manning N Values <br />Major Storage Reservoirs in the Basin <br />Example - Hydraulic Calculations <br />Input / Output HEC-2 runs for All Five Frequencies <br />Floodway Data <br />Floodway Delineation <br /> <br />36 <br /> <br />36 <br />36 <br />38 <br />39 <br />40 <br />75 <br />85 <br />91 <br />135 <br />142 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />DAMAGE ASSESSMENT <br /> <br />I <br /> <br />Methods of Assessing Market Value <br />Flood Damage Assessment <br />Evaluation of Indirect Damages <br />Summary of Damages - DIS From S.H. 119 <br />Summary of Damages - U/S From S.H. 119 <br /> <br />150 <br /> <br />150 <br />153 <br />157 <br />160 <br />161 <br /> <br />I <br /> <br />I <br /> <br />i <br /> <br />I <br />