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<br />BRlDGElCUL VERT FORM <br /> <br />Analysis (Cont'd) <br />Elevations Above Which Flow is Effective for Overbanks <br /> <br />Upstream face <br />Downstream face <br /> <br /> Left Overbank <br /> 4634.2 <br /> 4635.6 <br />.. <br />, <br /> Left Overbank , <br />.' <br />.-- 4641. 82 <br /> . <br /> 4641.&:2 <br />" <br /> <br />Minimum TOD of Road Elevation <br /> <br />~ <br /> <br />Upstream face <br />Downstream face <br /> <br />100- Y ear Elevations <br /> <br />Water-Surface <br />Elevations . <br /> <br />Upstream face <br />Downstre..... face <br /> <br />4633.90 <br />4633.90 <br /> <br />,~ <br /> <br />Discharl!"e <br /> <br />Low FliJ:w . Pressurll Flow <br /> <br />Amountofllow <br />through/over <br />the structure(s) (cfs) <br /> <br />10,700 <br /> <br />o <br /> <br />The maximum depth of <br />flow over the roadwayl <br />railroad (ft.) <br />Weir length (ft.) <br /> <br />TOD Widths <br /> <br />Floodplain <br /> <br />Upstream face <br />Downstream face <br /> <br />480.6 <br /> <br />480.6 <br /> <br />TOD Widths <br /> <br />EffecUve Flow <br /> <br />Upstream face <br /> <br />135.0 <br />141.0 <br /> <br />Downstream face <br /> <br />October 1992 <br /> <br />Right Overbank <br /> <br />'I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />4633.1 <br />4633.7 <br /> <br />, , <br /> <br />Riqt Overbank <br />4641. 05 <br /> <br />4h41.0S <br /> <br />Energy Gradient <br />Elevations <br /> <br />. <br />. <br /> <br />4634.99 <br />4634.99 <br /> <br />I <br /> <br />Weir Flow <br /> <br />Total Flow ' <br /> <br />I <br /> <br />o <br /> <br />10,700 <br /> <br />I <br />I <br /> <br />o <br /> <br />I <br />I <br /> <br />145 ' <br /> <br />Floodway-- <br /> <br />I <br /> <br />I <br /> <br />Effective and <br />Ineffective Flow <br /> <br />I <br /> <br />Page40f6 <br /> <br />I <br />I <br /> <br />APPUCATlOHa&TInCATJOH mRMS FOaCOtfDlTlONALLETTD or YAP UVlSION. U1TD orillAP UV1SION AND PHYSICAL MAP B:.EV1S1ON <br /> <br />I <br />