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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The scope of the current study included the following general tasks: <br /> <br />(a) obtaining duplicate effective hydrologic and hydraulic computer models and recreating <br />hydrologic and hydraulic modeling results; <br /> <br />(b) modifying the duplicate effective floodplain and floodway models to correct several minor <br />inconsistencies in the previous hydraulic models; <br /> <br />(c) calibration of EXTRAN, a dynamic flow routing model, to the pre-project BNRR detention <br />pond system using inflow hydro graphs from the duplicate effective hydrologic model; <br /> <br />(d) application of EXTRAN to the post-project detention pond system in order to: (i) analyze <br />the two hydraulically connected ponds, and (ii) determine ponded water surface elevations <br />at the upstream face of both the BNRR and Centre Avenue embankments, as well as <br />releases from the BNRR detention pond; <br /> <br />(e) modifying the corrected effective floodplain and floodway models to reflect the as-built <br />grading associated with the project, and applying stage-discharge rating curves upstream <br />of the BNRR and Centre Avenue embankments, based on the EXTRAN modeling results; <br />and <br /> <br />(I) conducting the requIsIte hydraulic analyses to support the definition of post-project <br />condition floodplain and floodway boundaries and water surface profiles, <br /> <br />T:',OPEN',ctlcsrtOl 'ToesrtOl tt::ma-LOr-,IR tinJl-rpL\\pd <br /> <br />4 <br /> <br />ANdERSON CONSUlTiNG ENGiNEERS, I.,c. <br />