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<br />Summary of Results <br /> <br />14 <br /> <br />. <br /> <br />LoIw....... <br />Ccm.truction o-titioMo <br />~13!lllOO'OOO <br /> <br /> 4!12O <br /> .ullO <br /> "00 <br />i <br />'l 4;90 <br />~ <br /> ."" <br /> "'" <br /> ""' <br /> 1.00 <br /> <br />4770.6' <br /> <br /> <br />885,62 <br /> <br />11"1'''' <br />"""'~ <br /> <br />""-" <br /> <br />"".., <br /> <br />Figure 13. Construction Conditions at Cross Section 139800 <br /> <br />LakuLondins <br />CoIUItnx:tioJICoaollitioM <br />~1399OD.lD) <br /> <br /> .,,, <br /> 4810 <br />. "'" <br />i <br />" .", <br />] <br />. <br /> 47!l} <br /> "'" <br /> .,., <br /> 1.00 <br /> <br />4710.8' <br /> <br /> <br />'63'" <br /> <br />"'.., <br />"""'~ <br /> <br />'"'''' <br /> <br />3....!UO <br /> <br />Figure] 4. Construction Conditions at Cross Section ]39900 <br /> <br />rise or fall, in the water levels present in a ]00 year flood. The only increase in channel velocity <br />occurs at cross section # 1:l9690. This is an increase of 0.7 feet per second, yielding a total flow <br />rate of 3.4 feet per second. Using the velocity results, erosion was addressed to insure the integrity <br />of the spectator area. <br /> <br /> <br />. <br /> <br />Finally, the temporary conditions which will exist during the construction phase of the project <br />were addressed. The simulation of the construction conditions utilized five new cross sections. It <br />was shown that there is no increase in the surface level of the base flood discharge due to these <br />