Vertedor Lateral - HIDRAULICA

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UNIVERSIDAD NACIONAL DE TRUJILLOINGENIERIA AGRICOLA

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Hoja1Calculo del tirante de un vertedor lateralCalculos previos:Cd= (1-2X (L- r)/S)(1-X(L - r)/h)^1.5 =0.9851(2.73*10/Cd)=27.713H o-2 = Y1 + Q1^2/2g*A1 =Y2 + Q2/2g*A2 = 2.1901(- S ) =( X1 - X2 ) =2.73*( B/Cd)*(Q(Y1/Ho-2) - Q(Y2/Ho-2))1.596( P/Ho-2)0.68490.6849S=(X1-X2)(y2/Ho-2)Q(Y2/Ho-2)Q(Y1/Ho-2)(Y1/Ho-2)YiViFi(Vi^2/2g)EsiQi(Yi-P)Fig: A 3.3Fig: A 3.30.000.9053-2.00-2.0000.9101.9832.0180.4580.2082.19010.0000.4826-2.000.9053-2.00-2.0720.9041.9802.0310.4610.2102.19011.0680.4799-4.000.9053-2.00-2.1440.8981.9672.0940.4770.2232.19011.0420.4667-6.000.9053-2.00-2.2170.8921.9542.1540.4920.2372.19010.9990.4536-8.000.9053-2.00-2.2890.8861.9402.2130.5070.2502.19010.9560.4404-10.000.9053-2.00-2.3610.8801.9272.2710.5220.2632.19010.9140.4273Dh= (Y2-Y1)0.055Qt = Suma Dq4.979AHo-oHo-1Ho-2Q1=45Q2=40Linea de EnergiaCORTE A-AV0^2/2gV1^2/2gV2^2/2gPerfil de la superficiehmax=0.4826Yo=2.1478Y1=1.927S=10Y2=1.983Vo=2.0952V1=2.271P=1.50V2=2.018r=0.2*h1.maxi = 0.0005B=10P=1.50 mL=1.0 mRp=1.46105Yo=2.1478Y1=1.927Y2=1.9826x =0.005Vo=2.0952V2=2.271AV2=2.0175r =0.09652Eo=2.3715E1=2.1901E2=2.1901Ro=1.5024R1=1.3909R2=1.41197Fo=0.4564F1=0.522F2=0.4575

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