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Yakima River'from Easton to Cir Elum HEC -IM Modal Review <br />Cruse. asddars should be urboated perpendicular <br />io flow. Above aro hro kocatipnm wham poen <br />section or pardons of cross smAloas arm not <br />perpa - Icuisr toflow. This Increases dee cross- <br />wdfanal arm In firs modal whloh afficls the <br />computation of the water surface ahvatfoa. <br />Example. of Incorrectly defiered <br />Ineffective awe. <br />The slope defined me the dowrrd m <br />boundary Is too shidim therefore. the <br />water surhm shmadon calmda sed at <br />the downalmaar end of the model mey <br />be orerweetTmated. <br />'bee ecemnpanylna retort forcomplab deseripkbns of Issues ! concerns found during mvWw. <br />kwkw of ions AE <br />Arra Napped BY <br />STARK <br />Yakima Fdw <br />rtel.e CDM*. et <br />oFE <br />t <br />;r�� arra <br />w.+*sas3lso <br />