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<br />TABLE OF CONTENTS <br /> <br />e <br /> <br />SECTION SUBJECT <br /> <br />Preface <br /> <br />Acknowledgements <br /> <br />. <br /> <br />1.0 <br /> <br />Introduction <br />1.1 LTEC and Traditional Design Concepts <br />1.2 Function of Design Elements <br />1.2.1 Design and Overtopping Discharges <br />1.2.2 Freeboard <br /> <br />" <br /> <br />2.0 Preliminary Analysis of Project Risk <br /> <br />3.0 LTEC Design Procedure <br /> <br />4.0 Selection of Alternative Designs <br /> <br />5.0 Analysis Considerations <br />5.1 Limiting Assumptions <br />5.2 Useful Life of Structure <br />5.3 Discount Rate <br /> <br /> 6.0 Data Collection and Analysis <br /> 6.1 Data Collect i on <br /> e 6.1.1 Land Use Data <br /> 6.1.2 Flood Plain Geometry <br /> 6.1.3 Hydrologic and f~draulic Data <br /> 6.1.3.1 F1 ow ~.1agnitudes <br /> 6.1.3.2 ilydrographs <br /> 6.1.3.3 Fl O\~ Resi stance <br /> 6.1.4 Geologie and Soils Data <br /> 6.1.4.1 Channel ~10 rp 110 1 Ggy <br /> 6.1.4.2 Soils Information <br /> 6.1.3.3 Scour Hi story <br /> 6.1.5 Construction Costs <br /> . 6.1.6 Traffic Data <br /> 6.1.7 Embankment and Pavement Repair Costs <br />" 6.2 Hydrologic and Hydraulic Data Analysis <br />. 6.2.1 Flood Frequency <br /> 6.2.2 Water Surface Profiles <br /> 6.2.3 Stage-Discharge Relationship <br /> 6.2.4 Overtoppi ng Depths and Times <br /> 6.2.4.1 Overtopping Depths <br /> 6.2.4.2 The USGS E431 Method <br /> 6.2.4.3 3asic Graphical i1ethod <br /> 6.2.4.4 Short-cut Graphical Method <br /> 6.2.4.5 Overtopping Times <br /> 6.2.5 fiydrographs <br /> 6.2.5.1 Using a Measured l~drograpl1 as a Pattern <br /> e 6.2.5.2 Computed I~drographs <br /> <br />iii <br />