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<br />e <br /> <br />. <br /> <br />I <br />~ <br /> <br />e <br /> <br />1 <br />--"4 <br />'" <br />... <br /> <br />e <br /> <br />";~-"-""-'--r'''";;'-'K:- <br /> <br />c, r;;;-7~'i' '" ~- :....~r.~~\ <br />\1i\)\'.\: . ' .\. <br />\. j\~~ 1. \) \9'3\ .~ <br />i <br />t-, " ' ' '- \ ~\{ <br />,,)'-" ON 60;..Rtl <br />CONSE.RVATI <br /> <br />;3:)'!- <br /> <br />4350.200 <br /> <br />. <br /> <br /> <br />~.. <br /> <br /> <br />. <br /> <br />The Design of Encroachments on Flood <br />Plains Using Risk Analysis <br /> <br />Hydraulic Engineering Circular No. 17 <br /> <br />October 1980 <br /> <br />~rmmmrmmmmmwrrrtmmrtrmm}rjrmmmfmmrmjmmmmmm{mmft\Wtttj}tttmmmmmmmrmrmmmImmmmmmImlI)l <br /> <br />Prepared by the Hydraulics Branch, Bridge Division, Office of Engineering, in <br />Collaboration with the Office of Research, Federal Highway Administration, <br />Washington, D.C. 20590 <br /> <br />Section <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />Appendices <br /> <br />Contents <br /> <br />Introduction <br />Preliminary Risk Analysis <br />L TEC Design Decisionmaking Process <br />Selection of Design Alternatives <br />Analysis Considerations <br />Data Collection and Analysis <br />Computation of Economic Losses <br />Computation of Total Expected Costs <br />Least Total Expected Cost Design <br />Sensitivity Analysis <br />Sample Report Outline <br />Example Problems <br /> <br />~1t?tMttt~~~t~~tI~~I~~~\~~~\~I~It~~~I~~I~ItItI~~I~I~~~~~tI~~~~ItmItImtrIm~tItm~~~~~~mttt~I\~~~1~\~~~j~~~ji\It~f~l~~l~~~~l~~I~~f~~~: <br /> <br />U.S. Department of Transportation <br />Federal Highway Administration <br /> <br />"" ,--",,- - ,,- _.-, <,,~ <br />