Pi Plan Ilha

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planilha

Transcript of Pi Plan Ilha

H4-H3CLCULO HIDRANTE H4/H3D63 comumComp real5Comp eqv1 VRH5.21 EB1.91 RG0.42 CF1.61 TBL4.318.4IndivH4Real0Eq.1 RA1010H3Real2.8Eq1 TL3.431 RA1016.23PeA =3Desnvel =2.8COMUMQ (m/s)0.00150.0020.00250.0030.00350.003430.0040.0050.00550.0060.00650.0070.00750.0080.00850.0090.00950.010.0105H630.16397612290.27920119730.42189152410.59113422650.78620837610.75736617741.00652083291.52091972511.81418996322.13103998032.47116357682.83428265083.22014272843.62850946514.05916585734.51190998674.986553175.48291842346.0008391748PdA2.83602387712.72079880272.57810847592.40886577352.21379162392.24263382261.99347916711.47908027491.18581003680.86896001970.52883642320.1657173492-0.2201427284-0.6285094651-1.0591658573-1.5119099867-1.98655317-2.4829184234-3.0008391748INDIVIDUAL H4Q (m/s)0.00120.001250.00130.001350.0014480.00140.001450.00150.001550.00160.001650.00170.001750.00180.001850.00190.001950.0020.00205H630.05897653680.06360298310.06838945820.07333502310.08348641280.07843877950.08369986650.08911745810.09469076020.10041900860.1063014670.11233742530.11852619740.12486712020.13135955210.13800287150.1447964760.15173978110.1588322193Hman0.49554110880.53769651560.58157255130.62716921580.72152987850.67448650920.72352443140.77428298250.82676216240.88096197120.93688240880.99452347531.05388517061.11496749481.17777044781.24229402971.30853824041.376503081.4461885484Hreq0.03763930230.04084125690.04417390340.0476372420.05480449710.05123127260.05495599530.05881140990.06279751660.06691431530.0711618060.07553998870.08004886350.08468843030.08945868910.09435963990.09939128270.10455361760.1098466445h40.59215694790.64214075560.69413591290.74814148090.85982078830.80415656130.86218029320.92221185050.98425043921.0482952951.11434568181.18240088931.25246023151.32452304531.3985886891.47465654111.55272599921.63279647871.7148674123PdH40.95064237381.03151299241.11568445261.20315675441.38417754711.29392989771.38800388261.48537870911.58605437721.69003088681.7973082381.90788643082.02176546522.13894534112.25942605862.38320761772.51029001842.64067326062.7743573445PdA1.54279932181.6736537481.80982036561.95129823532.24399833542.0980864592.25018417582.40759055962.57030481632.73832618182.91165391993.09028732013.27422569673.46346838643.65801474763.85786415884.06301601764.27346973944.4892247567INDIVIDUAL H3Q (m/s)0.00140.001450.00150.001550.00160.001650.00170.001750.00180.001850.00190.001950.0020.002050.00210.0021490.002150.00220.00225H630.12730613910.13584488340.14463763450.15368310370.16298005090.1725272810.18232364130.19236801840.20265933610.2131965530.22397866050.23500468060.24627366480.2577846920.26953686730.28128712220.28152932040.29376120480.306231696Hman0.67448650920.72352443140.77428298250.82676216240.88096197120.93688240880.99452347531.05388517061.11496749481.17777044781.24229402971.30853824041.376503081.44618854841.51759464571.58924197511.59072137181.66556872681.7421367106Hreq0.05123127260.05495599530.05881140990.06279751660.06691431530.0711618060.07553998870.08004886350.08468843030.08945868910.09435963990.09939128270.10455361760.10984664450.11527036340.12071240530.12082477430.12650987730.1323256723h30.85302392090.91432531010.97773202691.04324278271.11085633741.18057149581.25238710531.32630205251.40231526121.48042568991.560632331.64293420371.72733036241.81381988491.90240187641.99124150271.99307546662.08583980892.180694079PdH31.29392989771.38800388261.48537870911.58605437721.69003088681.7973082381.90788643082.02176546522.13894534112.25942605862.38320761772.51029001842.64067326062.77435734452.91134226993.04878997323.05162803683.19521464543.3421020955PdA-0.6530462-0.4976708-0.3368893-0.17070280.00088720.17787970.36027350.54806750.74126060.93985171.14383991.35322421.56800361.78817722.01374412.24003152.24470352.48105452.7227962Qs + Qi0.003250.003350.003450.0035970.003550.003650.00375PLANILHA DE CLCULOEdifcio - Prop.: . - SITUAO DE CCULO: HIDRANTE HS6 COM HIDRANTE HS5 (SITUAO MAIS DESFAVORVEL)TRECHO COMUMVazoPerdasPressesVelocidadeBitolaComprimento EquivalenteComp. RealComp. TotalUnit.TrechoAcuml.EstticaDinmicammQt.PeasComp.Totall/sm/mmcamcamcamcam/s631Ent. Borda1.91VRH5.21RG0.42Curva 901.61Te Bilateral4.1613.26518.263.5970.04147678960.7570.75732.2431.154TRECHO INDIVIDUAL - HS6VazoPerdasPressesVelocidadeBitolaComprimento EquivalenteComp. RealComp. TotalUnit.TrechoAcuml.EstticaDinmicammQt.PeasComp.Totall/sm/mmcamcamcamcam/s631Reg. Ang.10100101.4480.00834864130.0830.8410.465381Mangueira15151.4480.04810199190.7221.5621.277191Requinte1.4480.0551.61731.383Presso dinmica:Pd = 0,086033795*0,001448^2/0,019^4 ~= 1,38TRECHO INDIVIDUAL - HS5VazoPerdasPressesVelocidadeBitolaComprimento EquivalenteComp. RealComp. TotalUnit.TrechoAcuml.EstticaDinmicammQt.PeasComp.Totall/sm/mmcamcamcamcam/s631Reg. Ang.101Te Lateral3.4313.432.816.232.1490.01730.2811.0390.689381Mangueira15152.1490.1059494651.5892.6281.895191Requinte2.1490.1212.7495.83.051Tubulao FG Res. >= 180mcaPresso dinmica:Responsabilidade tcnica: - Crea PRPd = 0,086033795*0,002149^2/0,019^4 ~= 3,05Data: Novembro de 2008

H4-H3