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594', .Me <br />0 MMUSEN CONSULTING EWWAE S •PRE FLOW CALCULATOR <br />.wi th4 Rwi.ml Mothm 0 M4nntn9 Fwmwa <br />SNOHOMISH COUNTY DESIGN FOR 25 YEAR STORM <br />10TE: ENTER DEFAULTS AND STORM DATA BEFORE SEGIWNG <br />A. ContdW Nq Nw (Acl <br />Od. DPpn Flow !cfd <br />HFAULT3 <br />C. NrwH CoalScimt <br />V. FLA C4p4eNT Flow Ids) <br />C. 0.9 n. 0.012 <br />Tc. Two d Ctwcwt065en (min] <br />Vd. Volooity at Depn Flow lips) <br />d. 12 Tc. 10 <br />1. hnw" w Te fwlhl <br />Vf. VWocity 4t FW Row VW <br />108 NAME: HOME BASE. EVERETT <br />d. Di. tw of Pipe (in) <br />4. slope of pipe(* <br />JOB#. 5947 <br />L. LwVth d Pip4 (It) <br />n. Mwaft 11mml 4 Ceaftwit <br />FILE# 5947-CON <br />D. W41w Depth n Od in <br />Tt. Trw W Tw. w Vd (min <br />_ FROM . <br />..O . <br />. A . <br />.... <br />..... <br />L . <br />e. <br />. T.. <br />.. <br />. C <br />S . <br />..•..I <br />..... ...... <br />... <br />.... <br />. Of . <br />.. <br />. 1( _ <br />. old . <br />..D.. <br />.... <br />.... <br />. V.. <br />CB 1 <br />CB 2 <br />1.17 <br />0.34 <br />192 <br />12 <br />10.0 <br />0.012 <br />0.9 <br />1.17 <br />1.05 <br />1.05 <br />2.25 <br />2.37 <br />2.25 <br />1.053 <br />0.880 <br />0.877 <br />10.53 <br />2.87 <br />1.13 <br />3.24 <br />C8 2 <br />CS 3 <br />1.48 <br />0.78 <br />203 <br />15 <br />11.0 <br />0.012 <br />0.9 <br />2.53 <br />2.37 <br />2A 4 <br />5.07 <br />6.16 <br />0.820 <br />0.680 <br />0.689 <br />10.33 <br />5.04 <br />1.11 <br />5.62 <br />CB 4 <br />CS 3 <br />0.57 <br />1.00 <br />30 <br />0 <br />10.0 <br />0.012 <br />0.9 <br />0.57 <br />0.51 <br />0.51 <br />2.25 <br />1.15 <br />1.31 <br />0.812 <br />0.720 <br />0.727 <br />5.81 <br />3.75 <br />1.13 <br />4.23 <br />C0 3 <br />CB 5 <br />0.09 <br />0.70 <br />74 <br />15 <br />11.7 <br />0.012 <br />0.9 <br />0.09 <br />0.06 <br />2.90 <br />2.O0 <br />6.15 <br />5.95 <br />1.051 <br />0.880 <br />0.975 <br />13.13 <br />4.77 <br />1.13 <br />5.39 <br />CO <br />CB8 <br />0.07 <br />0.72 <br />87 <br />15 <br />1!.9 <br />0.012 <br />0.9 <br />0.16 <br />0.06 <br />3.02 <br />2.08 <br />0.22 <br />5.94 <br />1.040 <br />0.860 <br />0.073 <br />13.10 <br />4.84 <br />1.13 <br />5.47 <br />CB 6 <br />CS 7 <br />0.18 <br />0.80 <br />87 <br />15 <br />12.2 <br />0.012 <br />0.9 <br />0.34 <br />0.16 <br />3.19 <br />2.04 <br />6.48 <br />8.26 <br />1.036 <br />0.960 <br />0.881 <br />12.92 <br />5.10 <br />1.13 <br />5.77 <br />CC 7 <br />CB B <br />0.23 <br />0.80 <br />Be <br />1B <br />12.4 <br />0.012 <br />0.9 <br />0.57 <br />0.21 <br />3.39 <br />2.02 <br />cm <br />10.17 <br />0.672 <br />0.600 <br />0.598 <br />10.76 <br />5.70 <br />1.07 <br />6.16 <br />CB 9 <br />CB 10 <br />0.15 <br />0.40 <br />128 <br />8 <br />10.0 <br />0.012 <br />0.9 <br />0.15 <br />0,14 <br />0.14 <br />2.25 <br />0.30 <br />0.93 <br />0.307 <br />0.420 <br />0.418 <br />3.34 <br />2.37 <br />0.92 <br />2.19 <br />CS 10 <br />CB 11 <br />0.18 <br />0.40 <br />85 <br />8 <br />11.0 <br />0.012 <br />0.95 <br />0.33 <br />0.15 <br />0.29 <br />2.14 <br />0.62 <br />0.93 <br />0.746 <br />0.540 <br />0.843 <br />5.15 <br />2.37 <br />1.10 <br />2.60 <br />CS 11 <br />CS 12 <br />0.55 <br />0.40 <br />40 <br />12 <br />11.5 <br />0.012 <br />0.9 <br />0.08 <br />OA4 <br />0.73 <br />2.09 <br />1.52 <br />2.44 <br />0.625 <br />0.580 <br />0.502 <br />6." <br />3.11 <br />1.06 <br />3.30 <br />CB 12 <br />C8 13 <br />0.25 <br />0.40 <br />100 <br />12 <br />11.7 <br />0.012 <br />0.9 <br />1.14 <br />0.23 <br />0.98 <br />2.00 <br />2.00 <br />2.44 <br />0.519 <br />0.000 <br />0.807 <br />0.25 <br />3.11 <br />1.11 <br />3.46 <br />CB 13 <br />C8 14 <br />0.53 <br />0.49 <br />72 <br />12 <br />12.2 <br />0.012 <br />0.9 <br />1.67 <br />0.42 <br />1.39 <br />2.03 <br />2.02 <br />2.70 <br />1.044 <br />0.860 <br />0.909 <br />10.42 <br />3.44 <br />1.13 <br />3.09 <br />CS 14 <br />CB 15 <br />0.42 <br />0.38 <br />05 <br />15 <br />12.5 <br />0.012 <br />0.85 <br />2.09 <br />0.36 <br />1.74 <br />2.01 <br />3.50 <br />4.31 <br />0.912 <br />0.680 <br />0.684 <br />10.20 <br />3.52 <br />1.11 <br />3.91 <br />CB 15 <br />CB 16 <br />0.48 <br />0.56 <br />72 <br />15 <br />12.8 <br />0.012 <br />0.85 <br />2.57 <br />0.41 <br />2.15 <br />1.29 <br />4.27 <br />5.24 <br />0.214 <br />0.880 <br />0.687 <br />10.30 <br />4.27 <br />1.11 <br />4.75 <br />co 10 <br />CB 17 <br />0.51 <br />0.58 <br />84 <br />15 <br />13.0 <br />0.012 <br />0.05 <br />3.00 <br />0.43 <br />2.58 <br />1.97 <br />5.08 <br />5.24 <br />0.971 <br />0.700 <br />0.791 <br />11.87 <br />4.27 <br />1.13 <br />4.92 <br />CS 17 <br />CB 18 <br />0.50 <br />0.78 <br />85 <br />15 <br />13.3 <br />0.012 <br />0.05 <br />3.59 <br />0.43 <br />3.01 <br />1.95 <br />5.97 <br />6.10 <br />0.902 <br />0.780 <br />0.782 <br />11.73 <br />4.97 <br />1.13 <br />5.62 <br />CS is <br />CS 19 <br />0.51 <br />0.93 <br />75 <br />15 <br />13.5 <br />0.012 <br />Mel; <br />4.09 <br />0.43 <br />3.44 <br />1.23 <br />6.66 <br />8.75 <br />0.987 <br />0.800 <br />0.805 <br />12.08 <br />5.50 <br />1.13 <br />8.22 <br />CB 19 <br />CB 8 <br />0.59 <br />1.00 <br />90 <br />15 <br />13.7 <br />0.012 <br />0.8 <br />4.57 <br />0.46 <br />3.91 <br />1.92 <br />7.49 <br />7.00 <br />1.071 <br />0.900 <br />0.904 <br />13.56 <br />5.71 <br />1.13 <br />6.45 <br />CB 0 POND 0.25 0.67 15 24 13.9 0.012 0.9 0.25 0.23 7.50 1.90 14.24 20.05 0.710 C =: 0.623 14.95 6.39 1.09 6.94 <br />