Laserfiche WebLink
Approx. <br />Extent of <br />Western <br />Sugar Site <br />Approx. <br />Extent of <br />Western <br />Sugar Site <br />Wage <br />River <br />station <br />26320 <br />26087 <br />26068 <br />26048 <br />24159 <br />22471 <br />21107 <br />19353 <br />River <br />station <br />23445 <br />23440 <br />22485 <br />22290 <br />21460 <br />Table I, Existing Conditions USACE Model. WSEL= Water Surface Elevation, ROB= Right overbank, MC= Main Channel <br />Approx. <br />Ground <br />Elevation <br />(Varra Survey) <br />ft NGVD <br />4635 <br />4627 <br />4629 <br />Q Main <br />Channel <br />cfs <br />10700 <br />10700 <br />10700 <br />10700 <br />10700 <br />Q in MC <br />cfs <br />6860.54 <br />6860.54 <br />6860.54 <br />7085.84 <br />8107.69 <br />10105.78 <br />10105.78 <br />Anderson Consulting Existing Conditions Model <br />Approx. <br />Ground <br />Elevation in <br />ROB <br />ft NGVD <br />4627.4 <br />4627.4 <br />4623 <br />4623 <br />4621.25 <br />Q entering <br />from Left <br />Split <br />cfs <br />219.82 <br />1006.88 <br />2056.84 <br />0 <br />Approx. <br />Ground <br />Elevation ROB <br />ft NGVD <br />4634.4 <br />4630.9 <br />------------------------- _____---_ - ---_ Ash Ave. Bridge --- ------ -------------------- <br />4634 <br />4627 <br />4623.9 <br />4619.7 <br />4616 <br />Table 2, Anderson Consulting CLOMR models <br />WSEL <br />ft NGVD <br />4627.33 <br />4627.33 <br />4623.82 <br />4624.33 <br />4623.26 <br />Flow <br />Velocity <br />MC <br />ft/s <br />2.86 <br />2.86 <br />12.65 <br />0.77 <br />8.89 <br />USACE Existing Conditions Model <br />Flow <br />Velocity <br />ROB <br />ft/s <br />0.97 <br />0.97 <br />1.31 <br />1.57 <br />2.31 <br />WSEL <br />ft NGVD <br />4632.97 <br />4632.02 <br />4631.32 <br />4626.71 <br />4624.28 <br />4621.96 <br />4619.4 <br />Flow <br />Velocity <br />MC <br />ft/s <br />5.64 <br />7.76 <br />7.28 <br />5.75 <br />5.54 <br />Flow <br />Velocity <br />ROB <br />ft/s <br />9.15 - <br />5.44 0.83 <br />2.32 <br />1.47 <br />1.83 <br />Anderson Consulting <br />Approx. <br />Ground <br />Q Main Elevation in <br />Channel ROB <br />cfs ft NGVD <br />10700 4627.4 <br />10700 4627.4 <br />10700 4623 <br />10700 4622 <br />10700 4621 <br />Shear <br />Stress <br />in MC <br />Ibs /ft <br />0.59 <br />1.03 <br />1.62 <br />Shear <br />Stress <br />in ROB <br />Ibs /ft <br />0.51 0.06 <br />0.96 <br />0.62 <br />0.57 <br />Proposed Conditions Model <br />WSEL <br />ft NGVD <br />4627.23 <br />4627.23 <br />4623.92 <br />4622.91 <br />4618.1 <br />0.32 <br />0.2 <br />0.17 <br />Flow <br />Velocity <br />MC <br />ft/s <br />2.96 <br />2.97 <br />12.12 <br />9.24 <br />3.57 <br />Flow <br />Velocity <br />ROB <br />ft/s <br />0.99 <br />0.99 <br />1.69 <br />3.27 <br />6.33 <br />