calcul hidraulic

APA Destinatia cladiriiCALCUL HIDRAULIC PE CIRCUITUL CEL MAI DEZAVANTAJAT DE APA RECE BLOCNr. tronsonNr. si felul armaturilor racordate la tronsonE1E2EqclMaterialde x gdivIhriShriSxhrlShrlShri+ShrlHuHgHnec[l/s][m][mm]mmmmm/smmH2O/mmmH2O/mmmH2O/mFUZIOTERMTEU TR0.25Tr.11Cd0.500.000.500.081.00PPR20x1.9-0.3916.616.616.605.8145.0445.0461.640.0061.64131.41.215.60.5TEU DER1.21Cd+1Wc0.500.501.000.112.00PPR20x1.90.53528.9557.957.9020.27295.63340.68398.580.00398.57536314981Cd+1Wc+1L0.850.501.350.137.50PPR20x1.90.6338.7290.25290.25101.592055.052395.732685.980.002685.9752484711Cd+1Wc+1L+1Msh0.851.502.350.178.00PPR20x1.9-0.82561.95495.6495.60173.466017.398413.128908.720.008908.71630351681Cd+1Wc+1L+1Msh+1Sp1.851.503.350.219.00PPR25x2.30.687533.3328125299.9953125300.00105.002529.4710942.5811242.580.0011242.57801756321Cd+2Wc+1L+1Msh+1Sp1.852.003.850.2210.70PPR25x2.3-0.687534.45368.615368.62129.023108.0514050.6314419.240.0014419.24379363671Cd+2Wc+1L+1Msh+1Sp+1Msv1.852.504.350.2411.20PPR25x2.3-0.74562540.4828125453.4075453.41158.694496.7518547.3819000.790.0019000.78546218731Cd+2Wc+1L+1Msh+1Sp+1Msv+1Cb2.852.505.350.2613.70PPR25x2.30.8037544.28125606.653125606.65212.336991.2025538.5726145.230.0026145.22667502371Cd+2Wc+2L+1Msh+1Sp+1Msv+1Cb3.702.506.200.2848.70PPR25x2.3-0.8812548.752374.1252374.13830.9432890.5358429.1060803.230.0060803.2293654982Ap E1L+1Wc+1Cb+1Sp+1Msh+1Msv2.352.004.350.2439.00PPR25x2.3-0.74562540.48281251578.8296875Ap D1L+1Wc+1Cb+1Sp+1Msh2.351.503.850.2238.00PPR25x2.3-0.687534.451309.1Ap C1L+1Wc+1Cb+1Sp+1Msh2.351.503.850.2229.00PPR25x2.3-0.6875Ap B1L+1Wc+1Cb+1Sp+1Msh2.351.503.850.2227.00PPR25x2.3-0.687534.45930.15Ap A1L+1Wc+1Cb+1Sp+1Msh2.351.503.850.2216.00PPR25x2.3-0.6875Ap N1L+1Wc+1Cb+1Sp+1Msh2.351.503.850.2221.00PPR25x2.3-0.6875Ap M1L+1Wc+1Cb+1Sp+1Msh2.351.503.850.2231.00PPR25x2.3-0.6875Ap J1L+1Wc+1Cb+1Sp+1Msh2.351.503.850.2232.00PPR25x2.3-0.6875Ap I1L+1Wc+1Cb+1Sp+1Msh2.351.503.850.2227.00PPR FASER25x3.5-0.887550.686718751368.541406251368.5414062535.51425.172.351.503.850.2242.00PPR FASER25x3.5-0.887550.68671875Ap H1L+1Wc+1Cb+1Sp+1Msh2.351.503.850.2232.00PPR FASER25x3.5-0.887550.686718752.351.503.850.2242.00PPR FASER25x3.5-0.887550.68671875Ap G1L+1Wc+1Cb+1Sp+1Msh2.351.503.850.2214.00PPR FASER25x3.5-0.887550.68671875etaj 515.8011.0018.760.73PPR FASER40x5.6-1.1343.40.000.00PPR FASER0000etaj 429.2520.5034.831.03PPR FASER50x6.90.995etaj 342.7030.0050.891.28PPR FASER504.040.55OL Zn1 1/4''--0.554L+4Wc+2P+2Sp3.402.344.020.55OL Zn1 1/4''--0.55-5.103.516.030.67OL Zn1 1/4''--0.67-10.207.0212.050.95OL Zn1 1/4''--0.94-12.307.0213.521.01OL Zn1 1/4''--1.03-28.9019.8934.151.59OL Zn2''--0.785-38.0525.4144.421.82OL Zn2''--0.905-43.1528.9250.451.94OL Zn2''--0.9650.000.00OL Zn000.000.00OL Zn000.000.00OL Zn000.000.00PPR FASER00

&C&18CALCUL HIDRAULIC

Meteoricese introduc valori numai unde este colorat cu :rezulta:Calculul debitului de ape meteoricePt teraseOp=mxSixQxIQp=41.6l/sm=0.8S=2500m20.25Lungime=50Latime=50=0.8i=260l/s*haPt acoperisuriCoeficientul de scurgere a apei meteoriceFelul invelitorului:Qc = 0,0001 x I x S x ScQc=5.148l/sInvelitori metalice, de ardezie si de sticla0.95Invelori din tigla si azbociment0.9I=200l/s*haTerase ne circulabile0.85.0.9=0.9Terase cu strat de pietris margaritar0.7..0.8S=286m2Lungime=13Latime=22Suprafata de colectare a unui sifon de terasaSR=qsr/l [m2]SR=138.8888888889[m2]Debitul receptoarelor:qsr=2.5l/stab 3.5.2Coeficientul de scurgere =0.9Intesitatea de calcul a ploii i=200l/s*ha

CANALIZARE interiorse introducerezultaCALCUL HIDRAULICConducte verticaleConducte orizontaleNr. tonsonNunarul si felul obiectelor sanitareSESqSqSmaxqcqmaxdnPantadnvspqspxuzvr[l/s][l/s][l/s][l/s][mm][mm][m/s][l/s][m/s]0,70debit boiler calculatdebit necesar

Lavoarele nu sunt obligatoriu de luat in considerarLavoarele nu sunt obligatoriu de luat in consideraresunt introduse mai sussunt introduse mai sussunt introduse mai sussunt introduse mai sussunt introduse mai sus

Recipient Hidrofor inchisse introduc valori numai unde este colorat cu :NU SE INRTODUC VALORI UNDE ESTE COLORATVolumul total al recipientuluiVolumul util al recipientuluivolumul util al rezervorului ales trebuie sa fie mai decat cel rezultat mai jos=0.95m3=0.13m3debitul pompei qc=6.3m3/hpresiunea din recipient in momentul pornirii pompei Hp=45mH2O>Hnec=32Hp >Hnec=max(Hg+Hu+hr)Hginaltimea geodezica=27mH2OHuPresiunea de utilizare2mH2Ohrpierderi de sarcina=3mH2Opresiunea din recipient in momentul opririi pompei Ho=55se recomanda ca (Ho-Hp) = (10 12)alegem Ho sa fie mai mare cu10mH2OHo nu poate sa depaseasca 60mH2Opresuniunea initiala din recipientul de hidrofor Hi=44.5Hi = (0.5 1.0)=0.5frecventa oprii si porniri n=12n=(1215)=12

Lira de dialatare`Determinarea dilatarii conductelorPMLsPFPM =punct mobilPF=punct fixLs =K=constanta materialului

Rezervor tampon inchisse introduc valori numai unde este colorat cu :NU SE INRTODUC VALORI UNDE ESTE COLORATVolumul total al recipientului=0.3548200836m3qpdebitul pompei0.0016m3/sttimpul de regim3secHa maxpresiunea maxima in conducta de aspiratie35m H2OHa minpresiunea minima in conducta de aspiratie10m H2OArAria sectiunii rezervorului0.63m2vava viteza apei in conducta de aspiratie1.2m/sLlungimea conductei de aspiratie20mAaria conductei de aspiratie 2''0.002m2gaccereratia gravitationala9.81m/s2cinaltimea minima a racordului de aspiratie masurata de la fundul rez0.2m

MBD000977DC.unknown

MBD000E76C4.unknown

MBD0008E3D4.unknown