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<br />I <br />I <br />I <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />equations for gradually-varied unsteady flow, Detention storage characteristics for the two <br />portions of the detention pond were input into the model as stage-surface area rating curves, <br />Physical parameters for the existing outlet pipes from the BNRR and the Centre A venue culverts <br />were also provided as input to the model. <br /> <br />T:\OPEN\cocsrtDl '.('ucsrlOl fema-LOMR final-rpt.wpd <br /> <br />8 <br /> <br />ANdERSON CONsulTiNq ENqi,'EERS, INC. <br />