Ava Noturno
2
HIDRAULICA CALCULO DA VAZÃO calcular hm ou area ou B SANEAMENTO BÁSICO i 0.0004 A 0.89 n 0.015 HM 0.47 Rh 0.36 B 1.89 Hm 0.47 Aa 0.02 B 1.89 Q 0.599 d 0.15 1/n 66.67 RH^2/3 0.51 i^(1/2) 0.02 A=b*y i 0.0004 A 3.6 n concreto 0.012 b 3 Rh 0.667 y 1.2 P=b+2*Y Q=1/N*A*RH2/3*I2/3 P 5.4 Q 1.83 1/N 33.33 n fundo 0.03 RH^2/3 0.763 i^(1/2) 0.02 MEC SOLOS 2 YSAT 15.86 YS 18.5 YW 10 E 0.45 ID 5.32 L 2H+3 DELTA H 8 IC 0.586 13.647 l 3 xh 2 CALCULO DA VAZÃO CANAL
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Transcript of Ava Noturno
Plan1HIDRAULICACALCULO DA VAZOcalcular hm ou area ou BSANEAMENTO BSICOQ1= (K1*P*q)/86400)+Qesp)*(1+Ceta)i0.0004A0.89Q1 144.3716666667LITROSn0.015HM0.47K11.2Rh0.36B1.89P42000Hm0.47Aa0.02q230B1.89Q0.599Qesp6d0.151/n66.67Ceta3%RH^2/30.5186400i^(1/2)0.02Q1 0.1444M/S
CALCULO DA VAZO CANALA=b*yi0.0004A 3.6n concreto0.012b3Rh0.667y1.2P=b+2*YQ=1/N*A*RH2/3*I2/3P5.4Q 1.831/N33.33n fundo0.03RH^2/30.763i^(1/2)0.02
MEC SOLOS 2YSAT15.86YS 18.5YW10E0.45ID5.32L2H+3DELTA H8IC0.58613.647l3xh2
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