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Appendix A River Hydraulics Analysis
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75B - FAIRVIEW BRIDGE PROJECT CD
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Appendix A River Hydraulics Analysis
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6/16/2020 8:39:19 AM
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City Clerk
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Prado RSM RAS Model -Levee 2a Plan: 1) SIAM Plan v2 <br />2/26/2019 2) PropBr RS50863 <br />2/27/2019 <br />Santa Ana River Below Prado <br />110 <br />:,: <br />O <br />;--..--i:_.i-:�i� :k:�i:::L:i:,.-i:::i:..•.:. i.::i:::z==- <br />,.#....#. <br />.- <br />......-. <br />.. <br />A,. <br />LU <br />a•= <br />90 <br />"... <br />80 <br />70 <br />49500 50000 50500 51000 <br />51500 52000 <br />Main Channel Distance (ft) <br />Legend <br />......................................................... <br />EG PF 1 -SIAM Plan v2 <br />EG PF 1 -PropBr RS50863 <br />Crit PF 1 -SIAM Plan v2 <br />•••---•••••••- <br />WS PF 1 - PropBr RS50863 <br />WS PF 1 -SIAM Plan v2 <br />.......................................................................... <br />Crit PF 1 -PropBr RS50863 <br />■ <br />Ground <br />■ <br />Right Levee <br />1 in Horiz. = 400 ft 1 in Vert. = 8 ft <br />
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