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Figure II-3.31: Riser Inflow Curves <br /> 100 <br /> 72 54 48 <br /> { 42 <br /> 38 .00 <br /> 33 000 <br /> Ile <br /> I 30 <br /> i <br /> 27 <br /> 24 W-.001.0.." <br /> 4 <br /> 0000 <br /> 01 <br /> 21 00 <br /> w 18 <br /> 00 <br /> m C <br /> a <br /> m <br /> ,0 15 W <br /> a <br /> a <br /> p 12 <br /> 10 <br /> i <br /> I <br /> i <br /> I <br /> F <br /> o.t HEAD IN FEET (measured from crest of riser) ,o <br /> f -.,,=9.739 DH3r2 <br /> t]o.IN e.=3.782 D2 H"2 <br /> O in cfs, D and H In feet <br /> Slope change occurs at weir-orifice transition <br /> wagb� <br /> Riser Inflow Curves <br /> Revised June 2016 <br /> DEPARTMENT OF <br /> ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, <br /> State of Washington limitation of liability, and disclaimer. <br /> 2019 Stormwater Management Manual for Western Washington <br /> Volume 11-Chapter 3-Page 395 <br />