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D, e S�l � /t/ <br />5hee1 <br />(T) (U) (V) (.W) <br />ElevationElevation Lateral Lateral <br />Between Between Relative Relative <br />Laterals Laterals ElevationElevation <br />(ft.) (in.) (ft.) (in.) <br />**** XX ********** *X *X*** ** *X****** *k* <br />23 <br />0.1875 <br />8 <br />0,64 <br />5.11 <br />41.95 <br />DESIGN <br />INFORMATION <br />HOSTA LCTM <br />71/15C <br />3 <br />0. 0 ?6 <br />0 <br />0 <br />0 <br />) (C) <br />(D) <br />(E) <br />(F) <br />(G? <br />(I) <br />(J) <br />(K) (L) <br />(M) <br />(N) <br />(0) <br />(P) <br />(.0) <br />(R) * * ** *(Next <br />al Hole <br />Number <br />Flow oer <br />Lateral <br />Laterai <br />Manifold <br />Line(s) <br />Hole Manifold <br />Manifold <br />Manifold <br />ManifoldElevationNext Line <br />°(0)" <br />Lin <br />�d Size <br />of Holes <br />Hole <br />Flow <br />Pair Fl_w <br />Flow <br />Length <br />Space Diameter <br />Velocity <br />Length <br />Friction <br />to next <br />Head <br />Rounded <br />Design <br />ure <br />oer Line <br />26.74 <br />45 <br />60 <br />2 <br />2.56 <br />6 <br />0.075 <br />0.167 <br />Loss <br />Lateral <br />(8+0 -P) <br />to tenths <br />Head) <br />-.) (in.) <br />-******* <br />0.1875 <br />(GPM) <br />(GPM) <br />GF1) <br />(GPM) <br />(ft.) <br />(in.) (in.) <br />(ft /sec) <br />(ft.) <br />(ft.) <br />(ft.) <br />(ft,) <br />(ft.) <br />2.: <br />I* X****** <br />X * **** * ************* <br />*X* *X **X*Ik A k klck <br />k XX* X* X** X**** <br />X**** X***** <br />X****** X**** X**** XXI** X*****. <br />X*X*** X** k *** *X **** *X**** <br />*X* * *I *I <br />*** * ** *I <br />45 <br />D, e S�l � /t/ <br />5hee1 <br />(T) (U) (V) (.W) <br />ElevationElevation Lateral Lateral <br />Between Between Relative Relative <br />Laterals Laterals ElevationElevation <br />(ft.) (in.) (ft.) (in.) <br />**** XX ********** *X *X*** ** *X****** *k* <br />23 <br />0.1875 <br />8 <br />0,64 <br />5.11 <br />41.95 <br />45 <br />60 <br />2 <br />4.01 <br />3 <br />0. 0 ?6 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 0 <br />2.2 <br />0.1875 <br />8 <br />0.62 <br />5 <br />36.84 <br />45 <br />60 <br />2 <br />3.52 <br />6 <br />x.136 <br />0.083 <br />2.252666 <br />2.3 <br />0.083 <br />1 <br />0.083 1 <br />2.3 <br />0.1875 <br />8 <br />0.64 <br />5,11 <br />31.85 <br />45 <br />60 <br />2 <br />3.05 <br />6 <br />0.10'4 <br />0.167 <br />2.237333 <br />2.2 <br />0.167 <br />2 <br />0.25 3 <br />2.4 <br />0.1875 <br />8 <br />0.65 <br />5.22 <br />26.74 <br />45 <br />60 <br />2 <br />2.56 <br />6 <br />0.075 <br />0.167 <br />2.308333 <br />2.3 <br />0.167 <br />2 <br />0.417 5 <br />2.5 <br />0.1875 <br />8 <br />0.67 <br />5.33 10.55 <br />21.52 <br />45 <br />60 <br />2 <br />2.06 <br />6 <br />0.05 <br />0.167 <br />2.383333 <br />2.: <br />0.167 <br />2 <br />0.584 7 <br />2.6 <br />0.1875 <br />- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ <br />8 <br />0.68 <br />5,43 iJ.3 <br />10,86 <br />45 <br />60 <br />1.25 <br />2.33 <br />6 <br />0.101 <br />0.167 <br />2.534333 <br />2.5 <br />0.167 <br />2 <br />0.751 9 <br />- - - - -- <br />2.3 <br />0.1875 <br />8 <br />0.64 <br />5.11 <br />10.22 <br />42.17 <br />45 <br />60 <br />2 <br />4.03 <br />39 1.135 <br />0 <br />0 <br />0 0 <br />c.4 <br />0.1875 <br />8 <br />0.65 <br />5,22 <br />1C. 4 <br />3'. =6 <br />45 <br />60 <br />3.05 <br />6 0.1- <br />0.167 2.338 133 2.? <br />0.167 <br />2 <br />0.167 2 <br />2.5 <br />0.1875 <br />8 <br />0.67 <br />5.33 <br />10..: <br />21.52 <br />45 <br />60 <br />2.06 <br />6 05 <br />0.167 2.383333 2.4 <br />0.167 <br />2 <br />0.334 4 <br />2.6 <br />0.1875 <br />8 <br />0,68 <br />5.43 <br />..85 <br />10.35 <br />45 <br />60 <br />1.25 <br />2,33 <br />6 10'. <br />0.167 2.53 333 .5 <br />0.167 <br />2 <br />0.501 6 <br />X***** X******** X******** X* *** * *** * * * *X *X*XIAAXI III: I * *IT I X X X I I Z It X X X X X X******** XX***** X**** XXX* IIX XA** It X Z k I X I X X I I X I X k I k X I X X* XX******** TlzkzIIIXITTIIZIIISkrTxX: zIIXZrX***** * * * * * *X * *X * * * *X *X * * * * * * * * * * * * ** <br />AD.ITIONAL INFOFYA'ION <br />Y) Exact stone of site::) _ (Fa:i of site 1 Length cf <br />( 1.729 ft. / 54 ft. ) X 100 = 3.2 �. <br />(Z) Flow V3r13' :on of 1= :orals :x) _ ((Maximum fiow -M'_ri -L;"l flow) X 150 <br />(( 5.432 - 4,9967 ) i 5.432 ) X 100 = 8.01. <br />Installation depth is 18 inches= (minimum if variabl <br />