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<br />.... <br />'" <br /> <br />Q <br /> <br />V1 D 2.0 <br />T D V2 <br />12 2.8 1.0 <br />152.71.0 <br />182.71.1 <br />22 2.6 1.1 <br />25 2.6 1.1 <br />29 2.6 1.1 <br />33 2.6 1.1 <br />36 2.6 1,1 <br />402.61.1 <br />432.6 1.1 <br />47 2.6 1.1 <br />502.61.1 <br />542.61.1 <br />582.61.1 <br />65 2,6 1.1 <br />72 2.6 1.1 <br />79 2.6 1.1 <br />86 2.6 1.1 <br />93 2.6 1.1 <br /> <br />cfa <br /> <br />15 <br />20 <br />25 <br />30 <br />35 <br />40 <br />45 <br />50 <br />55 <br />60 <br />65 <br />70 <br />75 <br />80 <br />90 <br />100 <br />110 <br />120 <br />130 <br />140 <br />150 <br />160 <br />170 <br />180 <br />190 <br />200 <br />220 <br />240 <br />260 <br />280 <br />300 <br /> <br />V1 Baaed on Permissible Velocity of the Soil With Retardance "~' <br /> <br /> <br />Top Width, Depth ,& V2 Based on Retardance "B" <br /> <br />V1 = 2.5 <br />T D V2 <br /> <br />12 3,1 1.4 <br />14 3.0 1.4 <br />16 3,0 1.5 <br />18 2.9 1.5 <br />202,9 1.5 <br />22 2.9 1.5 <br />24 2.9 1.6 <br />27 2.9 1.6 <br />29 2.9 1.6 <br />312.9 1.6 <br />33 2.9 1.6 <br />35 2.9 1.6 <br />40 2.9 1.6 <br />44 2,8 1.6 <br />48 2.8 1.6 <br />52 2.8 1.6 <br />57 2.8 1.6 <br />61 2.8 1.6 <br />65 2.8 1.6 <br />70 2.8 1.6 <br />74 2.8 1.6 <br />78 2.8 1.6 <br />83 2.8 1.6 <br />87 2.8 1.6 <br />952.81.6 <br /> <br />V1 - 3.0 <br />T D V2 <br /> <br />10 3.4 1.6 <br />123.31.7 <br />13 3.2 1.8 <br />15 3.2 1.8 <br />17 3.1 1.9 <br />18 3,1 1.9 <br />203,1 1.9 <br />213.1 1.9 <br />233.1 1.9 <br />253.11.9 <br />263.1 1.9 <br />29 3.1 2.0 <br />32 3.1 2.0 <br />36 3.1 2.0 <br />393.12.0 <br />42 3.1 2.0 <br />45 3.1 2.0 <br />48 3.1 2.0 <br />52 3.0 2.0 <br />55 3.0 2.0 <br />58 3.0 2.0 <br />61 3.0 2.0 <br />64 3.0 2.0 <br />71 3.0 2.0 <br />77 3.0 2.0 <br />83 3.0 2.0 <br />90 3.0 2.0 <br />96 3.0 2,0 <br /> <br />V1 = 3.5 <br />T D V2 <br /> <br />12 3.7 2.1 <br />13 3.6 2.2 <br />14 3.6 2.2 <br />15 3.5 2.3 <br />16 3,5 2.3 <br />17 3.5 2.3 <br />18 3.5 2.4 <br />21 3.5 2.4 <br />23 3.4 2.4 <br />25 3.4 2.4 <br />27 3.4 2.5 <br />30 3.4 2.5 <br />32 3.4 2.5 <br />34 3.4 2.5 <br />36 3.4 2.5 <br />39 3.4 2.5 <br />41 3.4 2.5 <br />43 3.4 2,5 <br />45 3.4 2.5 <br />50 3.4 2.5 <br />54 3.4 2.5 <br />59 3.4 2.5 <br />63 3.4 2.5 <br />68 3.4 2.5 <br /> <br />V1 - 4,0 <br />T D V2 <br /> <br />14 4.0 2.5 <br />15 3.9 2.6 <br />16 3.9 2.6 <br />183.82.7 <br />20 3.8 2.8 <br />21 3.7 2.8 <br />23 3.7 2.8 <br />25 3.7 2.8 <br />26 3.7 2.9 <br />28 3.7 2.9 <br />303.7 2.9 <br />31 3.7 2.9 <br />33 3.7 2.9 <br />35 3.7 2.9 <br />38 3.7 2.9 <br />42 3.7 2.9 <br />45 3.7 3.0 <br />483.7 3.0 <br />52 3.6 3.0 <br /> <br />Grade - 0.5% <br /> <br />V1 = 4.5 <br />T D V2 <br /> <br />V1 - 5.0 <br />T D V2 <br /> <br />V1 = 5.5 <br />T D V2 <br /> <br />V1 - 6.0 <br />T D V2 <br /> <br />T - Top width, Retardsnce "B" <br />D - Depth, Retardance "B" <br />V2 = Velocity, Retardsnce "B" <br />V1 - Velocity, Retardsnce ,,~, <br /> <br />(Settlement to be added to top <br />of ridge.) <br /> <br />tI1 <br />.- <br />... <br />s: <br />~ <br /> <br />'" <br /> <br />14 4.3 3.0 <br />16 4.2 3.1 <br />17 4.1 3.1 <br />18 4.1 3.2 <br />19 4.1 3.2 <br />21 4.1 3.2 17 4.6 3.5 <br />22 4.0 3.3 18 4.5 3.6 <br />24 4.0 3.3 19 4.5 3.6 <br />25 4.0 3.3 204.5 3.7 <br />26 4.0 3.3 21 4.5 3.7 <br />27 4.0 3.3 22 4.4 3.8 18 5.0 4.0 <br />30 4.0 3.4 24 4.4 3.8 19 4.9 4.1 <br />33 4.0 3.4 26 4.4 3.8 21 4.9 4.1 <br />36 4.0 3.4 28 4.3 3.9 23 4.8 4.2 <br />38 4.0 3.4 30 4.3 3.9 24 4.8 4.2 20 5.4 4.5 <br />41 4.0 3.4 32 4.3 3.9 26 4.8 4.3 21 5.3 4.6 <br /> <br />Parabolic diversion design chart (Sheet 2 of 6) <br />