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<br /> I <br /> I <br /> I <br /> BOULDER CREEK <br /> Ql00-Y~ ~ 12,000 cfs I <br /> URS NO. 7142 I <br /> TABLE VI-2 FLOW CHARACTERISTICS OF SELECTED ALTERNATIVE <br /> INVERT COMPUTED I <br /> ELEVATI ON WATER ENERGY CROSS- HYDRAULIC CRITI CAL FROUDE NO <br /> (FT ABOVE SURFACE GRADEL! NE .a TOP EXPANSION/ MAXIMUM SECTIONAL AVERAGE DEPTH VELOC ITY \/-A\/F <br />CROSS-SECT I ON 6X MEAN SEA ELEVATION, ELEVATION, TOP WIDTH WIDTH CONTRACTION VELOCITY AREA, A VELOC ITY AfT (gAfT)1 I <br />STAT I ON. (FEET) LEVEL) (CWSEL) (EGL) (FEET) (FEET) RATIO (FEET /SEC) (FEET2 ) (FEET /SEC) (FEET) (FEET/SEC) <br />1092+90 5188.2 5198.37 5l98.54 954 4.6 4910 2.44 5.15 12.87 0.l9 I <br /> 35 -804 -22.97 <br />l093+25 5188.2 5196.68 5199.35 l50 13.1 916 13.10 6.11 14.02 0.93 <br /> 30 115 3.83 <br />1093+60 5191.0 5198.47 5199.62 265 8.6 1394 8.6l 5.26 l3.0l 0.66 I <br /> 523 520 0.99 <br />1098+70 5l93.0 5200.8 5201.26 785 8.0 2435 4.93 3. lO 9.99 0.49 <br /> 313 - 84 - 0.27 I <br />1l01+75 5194.0 5201. 62 5202. 1 70l 9.1 2762 4.34 3.94 ll.26 0.39 <br /> 300 -254 - 0.85 <br />1105+00 4l96.0 5204.58 5206. l7 447 l2.2 l385 8.66 3.10 9.99 0.87 I <br /> 400 785 1. 96 <br />l109+l0 5198.9 5206.76 5206.88 1232 3.0 4849 2.47 3.94 11.26 0.22 <br />1l10+85 300 5202.0 5207.49 5207.78 l464 232 0.77 7.5 3135 3.83 2. l4 8.30 0.46 <br /> I <br />l114+35 200 5202.5 5208.11 5208.48 129l -l73 - 0.87 8.4 2873 4.18 2.23 8.47 0.49 <br />l117+25 278 5203.0 5209.27 5209.64 1111 -180 - 0.65 7.5 2792 4.30 2.51 9.0 0.48 I <br />11l9+15 190 5203.0 5211. l5 521l.56 1298 l87 0.98 11. 1 3015 3.98 2.32 8.65 0.46 <br />1l22+50 329 5206.5 52l3.25 5213.94 l546 248 0.75 l1.6 2929 4. lO 1. 89 7.8l 0.52 I <br />1125+80 329 5209.0 5215.44 5216.27 l250 -296 - 0.9 l4.8 2212 5.42 1.77 7.55 0.72 <br />l129+30 342 52l1.5 5218.5 52l9.02 ll08 -l42 - 0.42 12.7 2543 4.72 2.30 8.60 0.55 I <br />ll31+80 241 52l4.0 52l9.66 5220.56 692 -4l6 - 1.73 13. 1 l743 6.88 I <br /> 2.52 9.0l 0.76 <br />l134+25 254 52l6.8 5222.25 5222.88 969 277 1.09 14.2 2136 5.62 2.20 8.42 0.67 <br /> 230 - 69 - 0.30 <br /> I <br /> I <br /> I <br />48 <br />