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H Crr]H <br />�1z7� <br />1D�x <br />Q H <br />�Hrn <br />fC w <br />H0 <br />IVHIV <br />rA H <br />io <br />H U <br />OH <br />�o 0 <br />9H <br />t" H H <br />H <br />nd� <br />zHrn <br />Horn <br />DITCH FLOW ANALYSIS <br />DITCH DATA: werva40 5WN.@ 2 <br />BOTTOM WIDTH (FT) = 1.00 <br />LEFT SIDE SLOPE (L:1) = 3.00 <br />RIGHT SIDE SLOPE (R:1) = 3.00 <br />BOTTOM SLOPE (FTIFT) = 0.0170 <br />MANNING'S n = 0.035 <br />JOB NAME: SHELTER POINT <br />JOB #: 87127 <br />OPERATOR: THOMAS S. KUTRICH <br />DATE: APRIL 30, 1990 <br />FLOW <br />DEPTH <br />(FEET) <br />FLOW <br />AREA <br />(SQ FT) <br />WETTED <br />PERIMETER <br />(FEET) <br />HYDRAULIC <br />RADIUS <br />(FEET) <br />DITCH <br />CAPACITY <br />(CFS) <br />FLOW <br />VELOCITY <br />(FPS) <br />0.00 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.000 <br />0.000 <br />0.05 <br />0.0575 <br />1.3162 <br />0.0437 <br />0.039 <br />0 687 <br />0.10 <br />0.1300 <br />1.6325 <br />0.0796 <br />0.133 <br />1.025 <br />0.15 <br />0.2175 <br />1.9487 <br />0.1116 <br />0.279 <br />1.283 <br />0.20 <br />0.3200 <br />2.2649 <br />0.1413_ <br />0.481 <br />1.502 <br />0.25 <br />0.4375 <br />2.5811 <br />-0..1695 <br />0.742 <br />1.695 <br />0.30 <br />0.5700 <br />2.9974 <br />0.1967 <br />1.067 <br />1.873 <br />0.35 <br />0.7175 <br />3.2136 <br />0.2233 <br />1.462 <br />2.037 <br />0.40 <br />0.8800 <br />3.5298 <br />0.2493 <br />1.930 <br />2.193 <br />0.45 <br />1.0575 <br />3.8460 <br />0.2750 <br />2.475 <br />2.341 <br />0.30 <br />1.25D0 <br />4.1623 <br />0.3003 <br />3.103 <br />2.483 <br />0.55 <br />1.4575 <br />4.4785 <br />0.3254 <br />3.817 <br />2.619 <br />0.60 <br />1.6800 <br />4.7947 <br />0.3504 <br />4.622 <br />2.751 <br />0.65 <br />1.9175 <br />5.1110 <br />0.3752 <br />5.522 <br />2.880 <br />0.70 <br />2.1700 <br />5.4272 <br />0.3998 <br />6.520 <br />3.004 <br />0.75 <br />2.4375 <br />5.7434 <br />0.4244 <br />7.620 <br />3.126 <br />0.80 <br />2.7200 <br />6.0596 <br />0.4489 <br />8.927 <br />3.245 <br />0.85 <br />3.0175 <br />6.3759 <br />0.4733 <br />10.144 <br />3.362 <br />0.90 <br />3.3300 <br />6.6921 <br />0.4976 <br />11.576 <br />3.476 <br />0.95 <br />3.6575 <br />7.0093 <br />0.5219 <br />13.124 <br />3.589 <br />1.00 <br />4.0000 <br />7.3246 <br />0.5461 <br />14.794 <br />3.699 <br />1.10 <br />4.7300 <br />7.9570 <br />0.5944 <br />18.512 <br />3.914 <br />_ <br />1.20 <br />5.5200 <br />8.5895 <br />0.6426 <br />22.756 <br />4.122 <br />1.30 <br />6.3700 <br />9.2219 <br />0.6907 <br />27.555 <br />4.326 <br />1.40 <br />7.2800 <br />9.8544 <br />0.7388 <br />32.934 <br />4.524 <br />1.50 <br />8.2500 <br />10.4868 <br />0.7867 <br />38.920 <br />4.718 <br />1.608i:; <br />11.1193 <br />0.8346 <br />45.538 <br />4.907 <br />1.70700 <br />11.7517 <br />0.8824 <br />52.813 <br />5.093 <br />1.80200 <br />12.3842 <br />0.9302 <br />60.769 <br />5.275 <br />1.90300 <br />13.0167 <br />0.9780 <br />69.431 <br />5.454 <br />200014.000 <br />13.6491 <br />1.0257 <br />78.823 <br />5.630 <br />2.10300 <br />14.2816 <br />1.0734 <br />88.967 <br />5.803 <br />2.20200 <br />14.9140 <br />1.1211 <br />99.886 <br />1 5.974 <br />2.30 <br />18.1700 <br />15.5465 <br />I.1688 <br />Ill.604 <br />6.142 <br />30-Apr-90 DODDS ENGINEERS, INC. PAGE 1 <br />pY. <br />Z43 <br />