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<br />. <br /> <br />. <br /> <br />. <br /> <br />sections 3 and 4. Model parameters were identical to those <br />modelled in Alternative #2, however, the excavation from cross <br />section 3 to cross section 4 was not included in this alternative. <br />Table III.C.1 contains the results of this run. <br /> <br />Table III.C.1 <br /> <br />Alternative #3 <br />Summary of HEC-2 Water Surface Profile Run <br /> <br />Cross section <br /> <br />Water Surface <br />(ft. MSL) <br /> <br />Channel Distance <br />(ft. ) <br /> <br />North: <br />9.0 <br />8.0 <br />7.0 <br />6.0 <br />5.1 <br />5.2 <br />5.3 <br />4.0 <br />3.2 <br />3.1 <br />3.0 <br /> <br />3875.0 <br />3875.2 <br />3883.9 <br />3892.4 <br />3893.4 <br />3893.8 <br />3893.8 <br />3894.9 <br />3895.1 <br />3895.4 <br />3900.7 <br /> <br />200.0 <br />6202.0 <br />2492.8 <br />85.0 <br />115.0 <br />50.0 <br />55.5 <br />144.5 <br />145.0 <br />2385.8 <br /> <br />Paoli Flood Study <br />September 29, 1991 <br /> <br />Hydraulic Analysis Report <br /> <br />-12- <br />