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<br /> _c <br /> ,. <br /> RBD, Inc., Engineering Consultants <br /> Taft Avenue Culvert 067-016 <br />tit Flow DeDth at Flip Bucket <br />Unit discharge (q) = 38.43 cfslft <br /> d(USL) v(USL) hv(USL) h(USL) <br /> (It) (fVs) (It) (It) <br /> ----- -.-- --- - <br /> 0.10 384.30 2293.27 2293.37 <br /> 0.20 192.15 573.32 573.52 <br /> 0.30 128.10 254.81 255.11 <br /> 0.40 96.08 143.33 143.73 <br /> 0.50 76.86 91.73 92.23 <br /> 0.60 64.05 63.70 64.30 <br /> 0.70 54.90 c46.80 47.50 <br /> 0.80 48.04 35.83 36.63 <br /> 0.90 42.70 28.31 29.21 <br /> 1.00 38.43 22.93 23.93 <br /> 1.10 34.94 18.95 20.05 <br /> 1.20 32.03 15.93 17.13 <br /> 1.22 31.50 15.41 16.63 <br /> 1.24 30.99 14.91 16.15 <br /> 1.25 30.74 14.68 15.93 <br /> 1.26 30.50 14.44 15.70 <br /> 1.28 30.02 14.00 15.28 <br /> 1.30 29.56 13.57 14.87 <br /> 1.40 27.45 11.70 13.10 <br />e 1.50 25.62 10.19 11.69 <br />1.60 24.02 8.96 10.56 R~ s "- rt <br />1.70 22.61 7.94 9.64 -...,...:.=:.....~=.;:.. --- <br /> 1.80 21.35 7.08 8.88 d(USL) v(USL) hv(USL) h(USL) <br /> 1.90 20.23 6.35 8.25 (ft) (ftls) (ft) (ft) <br /> 2.00 19.21 5.73 7.73 ----------- -------- --------- ----- <br /> 2.10 18.30 5.20 7.30 2.03 18.91 5.55 7.59 <br /> 2.20 17.47 4.74 6.94 <br /> 2.30 16.71 4.34 6.64 <br /> 2.40 16.01 3.98 6.38 <br /> 2.50 15.37 3.67 6.17 <br /> <br />--- <br /> <br />-- <br /> <br />v-;:'?::r~~FF~ :' <br /> <br /> <br /> <br />7 r,l ?-r- Y__ <br />7 / T -/.~___ _ _ /"" <br />/ / ~ 7 flV, <br /> <br />. <br /> <br />J t- 1-.." = ~\ <br />(},,'1 - "'''/2,) <br />'- <br /> <br />30-Jan-96 1%0 <br />