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HOH <br />C <br />c: H <br />9 H (A <br />H <br />�G C] <br />Ho <br />Ox0 <br />'4 H 'R1 <br />f/1 H <br />Hx <br />lTl O <br />H C7 <br />OH <br />wog <br />V <br />H <br />t9"Hz <br />HH <br />H <br />� t=1 <br />Z H f/3 <br />i-3 O M <br />DITCH FLOW ANALYSIS <br />DITCH DATA: 'NC%Amo 5wn�.E 4 <br />BOTTOM WIDTH (FT) = 1.00 <br />LEFT SIDE SLOPE (1,A) = 3.00 <br />RIGHT SIDE SLOPE (RA) = 3.00 <br />BOTTOM SLOPE (F IFT) = 0.0100 <br />MANNING'S n = 0.035 <br />JOB NAME: SHELTER POINT <br />JOB N: 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 />HYDRADLIi: <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 />0.03C <br />0.527 <br />0.10 <br />0.1300 <br />1.6325 <br />0.0796 <br />0.102 <br />0.786 <br />0.15 <br />0.2175 <br />1.9487 <br />0.1116 <br />0.214 <br />0.984 <br />0.20 <br />0.3200 <br />2.2649 <br />0.1413 <br />0.369_ <br />1.152 <br />0.25 <br />0.4375 <br />2.5811 <br />0.1695 <br />0.569 <br />1.300 <br />0.30 <br />0.5700 <br />2.8974 <br />0.1967 <br />0.819 <br />1.436 <br />0.35 <br />0.7175 <br />3.2136 <br />0.2233 <br />1.121 <br />1.563 <br />0.40 <br />0.8800 <br />3.5298 <br />0.2493 <br />1.480 <br />1.682 <br />0.45 <br />1.0575 <br />3.8460 <br />0.2750 <br />1.898 <br />1.795 <br />0.50 <br />1.2500 <br />4.1623 <br />0.3003 <br />2.380 <br />1.904 <br />0.55 <br />1.4575 <br />4.4785 <br />0.3254 <br />2.928 <br />2.009 <br />1.6800 <br />4.7947 <br />0.3504 <br />3.545 <br />2.110 <br />1.9175 <br />5.1110 <br />0.3752 <br />4.235 <br />2.209 <br />2.1700 <br />5.4272 <br />0.3998 <br />5.000 <br />2.304 <br />tO.60 <br />2.4375 <br />5.7434 <br />0.4244 <br />5.844 <br />2.398 <br />2.7200 <br />6.0596 <br />0.4489 <br />6.770 <br />2.489 <br />3.0175 <br />6.3759 <br />0.4733 <br />7.780 <br />2.578 <br />0.90 <br />3.3300 <br />6.6921 <br />0.4976 <br />8.878 <br />2.666 <br />0.95 <br />3.6575 <br />7.0083 <br />0.5219 <br />10.066 <br />2.752 <br />1.00 <br />4.0000 <br />7.3246 <br />0.5461 <br />11.347 <br />2.837 <br />1.10 <br />4.7300 <br />7.9570 <br />0.5944 <br />14.198 <br />3.002 <br />1.20 <br />5.5200 <br />8.5895 <br />0.6426 <br />17.453 <br />3.162 <br />1.30 <br />6.3700 <br />9.2219 <br />0.6907 <br />21.133 <br />3.318 <br />LZ <br />7.2800 <br />9.8544 <br />0.7388 <br />25.259 <br />3.470 <br />_ <br />1.50 <br />9.2500 <br />10.4868 <br />0.7867 <br />29.850 <br />3.618 <br />1.60 <br />9.2800 <br />11.1193 <br />0.8346 <br />34.926 <br />3.764 <br />1.70 <br />10.3700 <br />IF 517 <br />0.8824 <br />40.505 <br />3.906 <br />1.80 <br />11.5200 <br />12.3842 <br />0.9302 <br />46.609 <br />4.046 <br />1.90 <br />12.7300 <br />13.0167 <br />0.9780 <br />53.251 <br />4.183 <br />2.00 <br />14.0000 <br />13.6491 <br />1.0257 <br />60.454 <br />4.318 <br />2.10 <br />15.3300 <br />14.2816 <br />1.0734 <br />68.234 <br />4.451 <br />2.20 <br />16.7200 <br />14.9140 <br />1.1211 <br />76.609 <br />4.582 <br />2.30 <br />18.1700 <br />15.5465 <br />1.1688 <br />85.596 <br />4.711 <br />- OK <br />30-Apr-90 DODDS ENGINEERS. INC. PAGE 1 <br />?-1 <br />