Grafik Dan Perhitungan 4

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grafik perhitungan

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  Q H (m) V (m/s) W (m)0 0 34 0 32.427284960.000333 1.2 33.4 0.5977858831 32.360118010.0005 1.8 32.5 0.8966788246 32.326534530.000667 2.4 31.5 1.1955717661 32.292951060.001111 4 30 1.9926196102 32.203395120.001389 5 28.5 2.4907745128 32.147422660.001667 6 26.5 2.9889294154 32.09145020.001944 7 23.5 3.4870843179 32.035477740.002222 8 20 3.9852392205 31.97950528Kebutuha Q 8000 L/Da 0.0000926m3/sVs! 0.00089!#/m.sDenst$ 1000!#/m3%1 5m%2 30m&'a &anan# D (m) 's* n +e*a,-e + u#hness e V (m/s)1 1/2 5.25 0.03505 0.000046 0.0013124108 3778.055281 0.0959341 884.45 0.02664 0.000046 0.0017267267 4970.752162 0.166065!s *b   ta* !s90 1 1/2 90 1 (5) 45 1 66.1028361786um*ah 1 5 10.003451 0.051708 0.004826h's//' utse*e, n.#un: s. m/' u&anan# &'a (m)1 1/2 15 0.250.25 164015090  30.2  V1B2 %1 # WC ?2 $ , n at  !s ''a *uus0.044 0.12130942340.036 65.9215415494eta*.ata* #ue.a''*a, ns.a**;20' uts.m;2<;20me;20b ste.htm*=: m>su?149258867885 0.0002 0.0007 0.0012 0.0017 0.0022 0.0021517192123252729313335 <ha/t 3t*e   EFs t*e    E   F      s   3      t    *   e  %2 # 309438471194870542@'um's$stem?215859068@A?215859577 7< *umn W (m)
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