Calculate the storage capacity from the following table and draw up the rainwater gate curve between the inflow-runoff, the relation curve between the storage capacity-runoff

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S(0.5m3/sday) -0.06 -0.06 22.2 (m3/s) 1/24:00 1.2 2/12:00 1.05 24:00 1.11 3/12:00 3.75 24:00 7.2 4/12:00 17.55 24:00 21.66 5/12:00 24:00 20.19 6/12:00 13.68 24:00 9.6 7/12:00 7.35 24:00 5.76 8/12:00 4.32 24:00 3.54 9/12:00 2.85 24:00 2.4 10/12:00 2.01 24:00 1.68 1/2(11+12)At(0.5m3/sec day) (m3/s) 1.125 1.2 1.08 1.17 2.43 1.11 5.475 1.56 12.375 3.9 19.605 8.61 21.93 14.16 21.195 18.72 16.935 20.28 11.64 18.84 8.475 17.22 6.555 11.82 5.04 9.21 3.93 7.05 3.195 5.4 2.625 4.26 2.205 3.42 1.845 2.79 2.31 1/2(01+02)At(0.5m3/sec day) 1.185 1.14 1.335 2.73 6.255 11.385 16.44 19.5 19.56 18.03 14.52 10.515 8.13 6.225 4.83 3.84 3.105 2.55 1.095 2.745 6.12 8.22 5.49 1.695 -2.625 -6.39 -6.045 -3.96 -3.09 -2.295 -1.635 - 1.215 -0.9 -0.705 S(0.5m3/s*day) -0.06 -0.12 0.975 3.72 9.84 18.06 23.55 25.245 22.62 16.23 10.185 6.225 3.135 0.84 -0.795 -2.01 -2.91 -3.615 5 7 8 20 S(0.5m3/sday) -0.06 -0.06 22.2 (m3/s) 1/24:00 1.2 2/12:00 1.05 24:00 1.11 3/12:00 3.75 24:00 7.2 4/12:00 17.55 24:00 21.66 5/12:00 24:00 20.19 6/12:00 13.68 24:00 9.6 7/12:00 7.35 24:00 5.76 8/12:00 4.32 24:00 3.54 9/12:00 2.85 24:00 2.4 10/12:00 2.01 24:00 1.68 1/2(11+12)At(0.5m3/sec day) (m3/s) 1.125 1.2 1.08 1.17 2.43 1.11 5.475 1.56 12.375 3.9 19.605 8.61 21.93 14.16 21.195 18.72 16.935 20.28 11.64 18.84 8.475 17.22 6.555 11.82 5.04 9.21 3.93 7.05 3.195 5.4 2.625 4.26 2.205 3.42 1.845 2.79 2.31 1/2(01+02)At(0.5m3/sec day) 1.185 1.14 1.335 2.73 6.255 11.385 16.44 19.5 19.56 18.03 14.52 10.515 8.13 6.225 4.83 3.84 3.105 2.55 1.095 2.745 6.12 8.22 5.49 1.695 -2.625 -6.39 -6.045 -3.96 -3.09 -2.295 -1.635 - 1.215 -0.9 -0.705 S(0.5m3/s*day) -0.06 -0.12 0.975 3.72 9.84 18.06 23.55 25.245 22.62 16.23 10.185 6.225 3.135 0.84 -0.795 -2.01 -2.91 -3.615 5 7 8 20