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<br />I <br /> <br />I <br /> <br />I <br /> <br />of the water surface profile proceed, in steps, from one cross section to <br /> <br /> <br />the next. The HEC-2 program is also capable of handling the effect of the <br /> <br /> <br />various hydraulic structures, such as bridges and culverts, which restrict <br /> <br /> <br />the flow. <br /> <br />I <br /> <br />I <br /> <br />Additional detailed hydraulic calculations were made at road crossings <br /> <br />where the drainage structure capacity was small in comparison to the <br /> <br /> <br />flow over the road. Hand calculations were also required along Florida <br /> <br /> <br />Avenue where drainage structures are closely spaced and the water surface <br /> <br /> <br />profile is rapidly varied. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />The results of the flood computations are presented in Table-5. Figure-3 <br /> <br /> <br />shows an index map for the flooded area plates. Flooded areas from a 100-year <br /> <br /> <br />frequency flood are presented on Plates through 10. The flood profiles are <br /> <br /> <br />shown on Plates II through 20. Plates 21,and 22 show a number of typical <br /> <br /> <br />cross sections of the stream and valley in the study area. <br /> <br />I <br /> <br />I <br /> <br />The water surface elevations presented in Table-S are based on <br /> <br /> <br />computations which assume no reduction in the bridge conveyance capabilities <br /> <br />due to debris. Water surface elevations may increase if significant debris <br /> <br /> <br />blockage should occur. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />r <br /> <br />I <br /> <br />I <br /> <br />37 <br />