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<br />. <br /> <br />All reaches were modelled until the water surface elevations <br />between each adjacent reach balanced. Table II.B.2 contains water <br />surface elevations and distances between cross sections. <br />Table II. B. 2 <br /> <br />Summary of HEC-2 Calculations <br />Existing Conditions <br /> <br /> Cross section Water Surface <br /> (ft. MSL) <br /> Upper: <br /> 3.0 3900.1 <br /> 2.7 3901. 4 <br /> 2.6 3901. 6 <br /> 2.5 3908.2 <br /> 2.4 3908.2 <br /> 2.3 3908.2 <br /> 2.2 3908.4 <br /> 2.1 3908.4 <br /> 2.0 3909.5 <br /> 1.0 3911. 8 <br /> North: <br />. 9.0 3875.0 <br />8.0 3875.0 <br /> 7.0 3882.8 <br /> 6.0 3892.8 <br /> 5.1 3893.0 <br /> 5.2 3893.3 <br /> 5.3 3893.3 <br /> 4.0 3894.8 <br /> 3.2 3895.1 <br /> 3.1 3895.4 <br /> 3.0 3900.0 <br /> South: <br /> 9.0 3872.0 <br /> 8.0 3872.0 <br /> 7.0 3881.8 <br /> 6.0 3895.5 <br /> 5.0 3896.0 <br /> 4.0 3896.5 <br /> 3.0 3900.6 <br /> <br />Channel Distance <br />(ft. ) <br /> <br />354.0 <br />320.0 <br />14.0 <br />60.0 <br />62.0 <br />30.0 <br />93.0 <br />2500.0 <br />200.0 <br /> <br />200.0 <br />6202.0 <br />2492.8 <br />85.0 <br />115.0 <br />24.5 <br />55.5 <br />144.5 <br />145.0 <br />2385.8 <br /> <br />200.0 <br />2602.0 <br />2492.0 <br />200.0 <br />200.0, <br />2385.8 <br /> <br />. <br /> <br />Paoli Flood Study <br />September 29, 1991 <br /> <br />Hydraulic Analysis Report <br /> <br />-6- <br />