<div id="pf1" class="pf w0 h0" data-page-no="1"><div class="pc pc1 w0 h0"><img class="bi x0 y0 w1 h1" alt="" src="https://files.passeidireto.com/dceeb086-636c-4cd1-a428-dcf8c9942a43/bg1.png"><div class="t m0 x1 h2 y1 ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="c x2 y2 w2 h3"><div class="t m1 x3 h4 y3 ff2 fs1 fc0 sc0 ls0 ws0">HIDRÁULICA GERAL</div></div><div class="t m2 x4 h5 y4 ff3 fs2 fc0 sc0 ls0 ws0">1. </div><div class="c x5 y5 w3 h6"><div class="t m2 x3 h5 y6 ff3 fs2 fc0 sc0 ls0 ws0">Um <span class="_0 blank"> </span>bocal <span class="_0 blank"> </span>convergente <span class="_0 blank"> </span>de <span class="_0 blank"> </span>100 <span class="_0 blank"> </span>mm <span class="_0 blank"> </span>x <span class="_0 blank"> </span>50 <span class="_1 blank"> </span>mm <span class="_0 blank"> </span>é <span class="_0 blank"> </span>colocado <span class="_1 blank"> </span>n<span class="_2 blank"> </span>um <span class="_0 blank"> </span>sistem<span class="_2 blank"> </span>a <span class="_1 blank"> </span>para <span class="_0 blank"> </span>assegurar </div></div><div class="c x5 y7 w3 h6"><div class="t m2 x3 h5 y8 ff3 fs2 fc0 sc0 ls0 ws0">uma <span class="_3 blank"> </span>velocidade <span class="_0 blank"> </span>de <span class="_3 blank"> </span>5,0 <span class="_0 blank"> </span>m<span class="_2 blank"> </span>/s <span class="_0 blank"> </span>na <span class="_0 blank"> </span>extr<span class="_2 blank"> </span>emidade <span class="_0 blank"> </span>m<span class="_2 blank"> </span>enor <span class="_0 blank"> </span>do <span class="_0 blank"> </span>boc<span class="_2 blank"> </span>al. <span class="_0 blank"> </span>Calcular <span class="_3 blank"> </span>a <span class="_0 blank"> </span>ve<span class="_2 blank"> </span>locidade <span class="_0 blank"> </span>a<span class="_2 blank"> </span> </div></div><div class="c x5 y9 w3 h6"><div class="t m2 x3 h5 ya ff3 fs2 fc0 sc0 ls0 ws0">montante <span class="_2 blank"> </span>do boc<span class="_2 blank"> </span>al e <span class="_2 blank"> </span>a <span class="_2 blank"> </span>vazão </div></div><div class="c x5 yb w3 h6"><div class="t m2 x3 h5 yc ff3 fs2 fc0 sc0 ls0 ws0">da Conservaç<span class="_2 blank"> </span>ão da Massa.</div></div><div class="t m0 x5 h2 yd ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="t m0 x5 h2 ye ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="t m3 x5 h7 yf ff2 fs3 fc0 sc0 ls0 ws0">Resposta: U</div><div class="t m4 x6 h8 y10 ff2 fs4 fc0 sc0 ls0">1</div><div class="t m3 x7 h7 yf ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="c x8 y11 w4 h9"><div class="t m3 x3 h7 y12 ff2 fs3 fc0 sc0 ls0 ws0">= 1,25 m/s; Q = 9,81 l/s. </div></div><div class="t m0 x5 h2 y13 ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="t m2 x4 h5 y14 ff3 fs2 fc0 sc0 ls0 ws0">2. </div><div class="c x5 y15 w3 h6"><div class="t m2 x3 h5 y16 ff3 fs2 fc0 sc0 ls0 ws0">Uma tubulação de <span class="_4 blank"> </span>400 mm de <span class="_4 blank"> </span>diâmetro e <span class="_4 blank"> </span>2.000 m de <span class="_4 blank"> </span>comprimento parte de<span class="_5 blank"></span> <span class="_4 blank"> </span>um </div></div><div class="c x5 y17 w3 h6"><div class="t m2 x3 h5 y18 ff3 fs2 fc0 sc0 ls0 ws0">reservatório <span class="_3 blank"> </span>de <span class="_0 blank"> </span>água <span class="_3 blank"> </span>cujo <span class="_3 blank"> </span>N.A. <span class="_0 blank"> </span>est<span class="_2 blank"> </span>á <span class="_0 blank"> </span>na <span class="_0 blank"> </span>cot<span class="_2 blank"> </span>a <span class="_0 blank"> </span>90 <span class="_0 blank"> </span>m<span class="_2 blank"> </span>. <span class="_0 blank"> </span>A <span class="_0 blank"> </span>velo</div></div><div class="c x5 y19 w3 h6"><div class="t m2 x3 h5 y1a ff3 fs2 fc0 sc0 ls0 ws0">1,0m/s; <span class="_6 blank"> </span>a <span class="_7 blank"> </span>carga <span class="_7 blank"> </span>de <span class="_7 blank"> </span>pres<span class="_2 blank"> </span>são <span class="_7 blank"> </span>e <span class="_7 blank"> </span>a <span class="_7 blank"> </span>cota <span class="_7 blank"> </span>no <span class="_7 blank"> </span>fin<span class="_2 blank"> </span>al <span class="_7 blank"> </span>da <span class="_7 blank"> </span>tubulaçã<span class="_2 blank"> </span>o <span class="_7 blank"> </span>são <span class="_7 blank"> </span>30m<span class="_2 blank"> </span> <span class="_7 blank"> </span>e <span class="_7 blank"> </span>50 <span class="_7 blank"> </span>m, </div></div><div class="c x5 y1b w3 h6"><div class="t m2 x3 h5 y1c ff3 fs2 fc0 sc0 ls0 ws0">respectivam<span class="_2 blank"> </span>ente. <span class="_8 blank"> </span>Calcular <span class="_9 blank"> </span>a <span class="_8 blank"> </span>perda <span class="_8 blank"> </span>de <span class="_8 blank"> </span>c<span class="_2 blank"> </span>arga <span class="_8 blank"> </span>provoc<span class="_2 blank"> </span>ada <span class="_8 blank"> </span>pelo <span class="_8 blank"> </span>escoam<span class="_2 blank"> </span>ento <span class="_8 blank"> </span>nesta </div></div><div class="c x5 y1d w3 h6"><div class="t m2 x3 h5 y1e ff3 fs2 fc0 sc0 ls0 ws0">tubulação, util<span class="_2 blank"> </span>izando a Equ<span class="_2 blank"> </span>ação de Bernoulli <span class="_2 blank"> </span>entre os pontos 1 e <span class="_2 blank"> </span>2.</div></div><div class="t m0 x5 h2 y1f ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="t m0 x5 h2 y20 ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="t m3 x5 h7 y21 ff2 fs3 fc0 sc0 ls0 ws0">Resposta: hf1-</div><div class="c x9 y22 w5 h9"><div class="t m3 x3 h7 y23 ff2 fs3 fc0 sc0 ls0 ws0">2 = 9,95 m.</div></div><div class="t m0 x5 h2 y24 ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="t m2 x4 h5 y25 ff3 fs2 fc0 sc0 ls0 ws0">3. </div><div class="c x5 y26 w3 h6"><div class="t m2 x3 h5 y27 ff3 fs2 fc0 sc0 ls0 ws0">Uma <span class="_2 blank"> </span>tubulação horizon<span class="_2 blank"> </span>tal com<span class="_2 blank"> </span> 200 mm<span class="_2 blank"> </span> de diâm<span class="_2 blank"> </span>etro, 100 m<span class="_2 blank"> </span> de ex<span class="_2 blank"> </span>tensão, está <span class="_2 blank"> </span>ligada de </div></div><div class="c x5 y28 w3 h6"><div class="t m2 x3 h5 y29 ff3 fs2 fc0 sc0 ls0 ws0">um <span class="_2 blank"> </span>lado a<span class="_2 blank"> </span>o r<span class="_2 blank"> </span>eservatório <span class="_2 blank"> </span>R, <span class="_2 blank"> </span>com<span class="_2 blank"> </span> 15</div></div><div class="c x5 y2a w3 h6"><div class="t m2 x3 h5 y2b ff3 fs2 fc0 sc0 ls0 ws0">mm <span class="_1 blank"> </span>de <span class="_2 blank"> </span>diâm<span class="_2 blank"> </span>etro <span class="_1 blank"> </span>na <span class="_2 blank"> </span>extr<span class="_2 blank"> </span>emidade, <span class="_1 blank"> </span>confo</div></div><div class="c x5 y2c w3 h6"><div class="t m2 x3 h5 y2d ff3 fs2 fc0 sc0 ls0 ws0">testado em<span class="_2 blank"> </span> <span class="_2 blank"> </span>laboratório e <span class="_2 blank"> </span>apres<span class="_2 blank"> </span>entou um<span class="_2 blank"> </span> c<span class="_2 blank"> </span>oeficiente de <span class="_2 blank"> </span>perda <span class="_2 blank"> </span>de c<span class="_2 blank"> </span>arga de <span class="_2 blank"> </span>0,10, <span class="_2 blank"> </span>quando </div></div><div class="c x5 y2e w3 h6"><div class="t m2 x3 h5 y2f ff3 fs2 fc0 sc0 ls0 ws0">referenciado <span class="_0 blank"> </span>à <span class="_1 blank"> </span>seção <span class="_1 blank"> </span>de <span class="_1 blank"> </span>m<span class="_2 blank"> </span>aior <span class="_1 blank"> </span>veloci<span class="_2 blank"> </span>dade. <span class="_1 blank"> </span>Calcular <span class="_0 blank"> </span>as <span class="_1 blank"> </span>velocidades <span class="_1 blank"> </span>n<span class="_2 blank"> </span>a <span class="_1 blank"> </span>tubulaçã<span class="_2 blank"> </span>o <span class="_1 blank"> </span>e <span class="_1 blank"> </span>na </div></div><div class="t m2 x5 h5 y30 ff3 fs2 fc0 sc0 ls0 ws0">saída do bocal.<span class="_2 blank"> </span> </div><div class="t m3 x5 h7 y31 ff2 fs3 fc0 sc0 ls0 ws0">Resposta: Vbocal = </div><div class="c xa y32 w6 h9"><div class="t m3 x3 h7 y33 ff2 fs3 fc0 sc0 ls0 ws0">16,0 m/s</div></div><div class="t m3 x5 h7 y34 ff2 fs3 fc0 sc0 ls0 ws0"> <span class="_a blank"> </span> </div><div class="c xb y35 w7 h9"><div class="t m3 x3 h7 y36 ff2 fs3 fc0 sc0 ls0 ws0">Vtub = 1,0 m/s</div></div><div class="c xc y2 w8 h3"><div class="t m1 xd h4 y3 ff2 fs1 fc0 sc0 ls0 ws0">HIDRÁULICA GERAL</div></div><div class="t m1 xe h4 y37 ff2 fs1 fc0 sc0 ls0 ws0"> \u2013 Profº Carlos Ferreira </div><div class="t m1 xf h4 y38 ff2 fs1 fc0 sc0 ls0 ws0">1ª LIST<span class="_2 blank"> </span>A<span class="_5 blank"></span> DE EXERCÍCIOS </div><div class="c xc y5 w9 h6"><div class="t m2 x10 h5 y6 ff3 fs2 fc0 sc0 ls0 ws0">Um <span class="_0 blank"> </span>bocal <span class="_1 blank"> </span>c<span class="_2 blank"> </span>onvergente <span class="_0 blank"> </span>de <span class="_0 blank"> </span>100 <span class="_0 blank"> </span>mm <span class="_0 blank"> </span>x <span class="_0 blank"> </span>50 <span class="_1 blank"> </span>mm<span class="_2 blank"> </span> <span class="_1 blank"> </span>é <span class="_0 blank"> </span>colocado <span class="_0 blank"> </span>num<span class="_2 blank"> </span> <span class="_1 blank"> </span>s<span class="_2 blank"> </span>istema <span class="_0 blank"> </span>para <span class="_1 blank"> </span>assegurar </div></div><div class="c xc y7 w9 h6"><div class="t m2 x10 h5 y8 ff3 fs2 fc0 sc0 ls0 ws0">uma <span class="_3 blank"> </span>velocidade <span class="_0 blank"> </span>de <span class="_3 blank"> </span>5,0 <span class="_0 blank"> </span>m<span class="_2 blank"> </span>/s <span class="_0 blank"> </span>na <span class="_0 blank"> </span>extr<span class="_2 blank"> </span>emidade <span class="_0 blank"> </span>m<span class="_2 blank"> </span>enor <span class="_0 blank"> </span>do <span class="_0 blank"> </span>boc<span class="_2 blank"> </span>al. <span class="_0 blank"> </span>Calcular <span class="_3 blank"> </span>a <span class="_0 blank"> </span>ve<span class="_2 blank"> </span>locidade <span class="_0 blank"> </span>a<span class="_2 blank"> </span> </div></div><div class="c xc y9 wa h6"><div class="t m2 x10 h5 ya ff3 fs2 fc0 sc0 ls0 ws0">montante <span class="_2 blank"> </span>do boc<span class="_2 blank"> </span>al e <span class="_2 blank"> </span>a <span class="_2 blank"> </span>vazão </div></div><div class="c x11 y9 wb h6"><div class="t m2 x3 h5 ya ff3 fs2 fc0 sc0 ls0 ws0">escoada. <span class="_2 blank"> </span>Utilizar <span class="_2 blank"> </span>a Eq<span class="_2 blank"> </span>uação <span class="_2 blank"> </span>da Co<span class="_2 blank"> </span>ntinuidade <span class="_2 blank"> </span>ou P<span class="_2 blank"> </span>rincípio </div></div><div class="c xc yb wc h6"><div class="t m2 x10 h5 yc ff3 fs2 fc0 sc0 ls0 ws0">da Conservaç<span class="_2 blank"> </span>ão da Massa.</div></div><div class="t m2 x12 h5 y39 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m0 x13 h2 y3a ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="c xc y11 wd h9"><div class="t m3 x14 h7 y12 ff2 fs3 fc0 sc0 ls0 ws0">= 1,25 m/s; Q = 9,81 l/s. </div></div><div class="t m3 x15 h7 yf ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="c xc y15 w9 h6"><div class="t m2 x10 h5 y16 ff3 fs2 fc0 sc0 ls0 ws0">Uma tubulação de <span class="_4 blank"> </span>400 mm de <span class="_4 blank"> </span>diâmetro e <span class="_4 blank"> </span>2.000 m de <span class="_4 blank"> </span>comprimento parte de<span class="_5 blank"></span> <span class="_4 blank"> </span>um </div></div><div class="c xc y17 we h6"><div class="t m2 x10 h5 y18 ff3 fs2 fc0 sc0 ls0 ws0">reservatório <span class="_3 blank"> </span>de <span class="_0 blank"> </span>água <span class="_3 blank"> </span>cujo <span class="_3 blank"> </span>N.A. <span class="_0 blank"> </span>est<span class="_2 blank"> </span>á <span class="_0 blank"> </span>na <span class="_0 blank"> </span>cot<span class="_2 blank"> </span>a <span class="_0 blank"> </span>90 <span class="_0 blank"> </span>m<span class="_2 blank"> </span>. <span class="_0 blank"> </span>A <span class="_0 blank"> </span>velo</div></div><div class="c x16 y17 wf h6"><div class="t m2 x3 h5 y18 ff3 fs2 fc0 sc0 ls0 ws0">cidade <span class="_0 blank"> </span>m<span class="_2 blank"> </span>édia <span class="_0 blank"> </span>no <span class="_3 blank"> </span>tubo <span class="_3 blank"> </span>é <span class="_0 blank"> </span>de </div></div><div class="c xc y19 w9 h6"><div class="t m2 x10 h5 y1a ff3 fs2 fc0 sc0 ls0 ws0">1,0m/s; <span class="_6 blank"> </span>a <span class="_7 blank"> </span>carga <span class="_7 blank"> </span>de <span class="_7 blank"> </span>pres<span class="_2 blank"> </span>são <span class="_7 blank"> </span>e <span class="_7 blank"> </span>a <span class="_7 blank"> </span>cota <span class="_7 blank"> </span>no <span class="_7 blank"> </span>fin<span class="_2 blank"> </span>al <span class="_7 blank"> </span>da <span class="_7 blank"> </span>tubulaçã<span class="_2 blank"> </span>o <span class="_7 blank"> </span>são <span class="_7 blank"> </span>30m<span class="_2 blank"> </span> <span class="_7 blank"> </span>e <span class="_7 blank"> </span>50 <span class="_7 blank"> </span>m, </div></div><div class="c xc y1b w9 h6"><div class="t m2 x10 h5 y1c ff3 fs2 fc0 sc0 ls0 ws0">respectivam<span class="_2 blank"> </span>ente. <span class="_8 blank"> </span>Calcular <span class="_9 blank"> </span>a <span class="_8 blank"> </span>perda <span class="_8 blank"> </span>de <span class="_8 blank"> </span>c<span class="_2 blank"> </span>arga <span class="_8 blank"> </span>provoc<span class="_2 blank"> </span>ada <span class="_8 blank"> </span>pelo <span class="_8 blank"> </span>escoam<span class="_2 blank"> </span>ento <span class="_8 blank"> </span>nesta </div></div><div class="c xc y1d w10 h6"><div class="t m2 x10 h5 y1e ff3 fs2 fc0 sc0 ls0 ws0">tubulação, util<span class="_2 blank"> </span>izando a Equ<span class="_2 blank"> </span>ação de Bernoulli <span class="_2 blank"> </span>entre os pontos 1 e <span class="_2 blank"> </span>2.</div></div><div class="t m2 x17 h5 y3b ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="c x18 y1d w11 h6"><div class="t m2 x3 h5 y1e ff3 fs2 fc0 sc0 ls0 ws0">Dado g <span class="_2 blank"> </span>= 9,81 m<span class="_2 blank"> </span>/s</div></div><div class="c xc y22 w12 h9"><div class="t m3 x19 h7 y23 ff2 fs3 fc0 sc0 ls0 ws0">2 = 9,95 m.</div></div><div class="t m3 x1a h7 y21 ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="c xc y26 w9 h6"><div class="t m2 x10 h5 y27 ff3 fs2 fc0 sc0 ls0 ws0">Uma <span class="_2 blank"> </span>tubulação horizon<span class="_2 blank"> </span>tal com<span class="_2 blank"> </span> 200 mm<span class="_2 blank"> </span> de diâm<span class="_2 blank"> </span>etro, 100 m<span class="_2 blank"> </span> de ex<span class="_2 blank"> </span>tensão, está <span class="_2 blank"> </span>ligada de </div></div><div class="c xc y28 w13 h6"><div class="t m2 x10 h5 y29 ff3 fs2 fc0 sc0 ls0 ws0">um <span class="_2 blank"> </span>lado a<span class="_2 blank"> </span>o r<span class="_2 blank"> </span>eservatório <span class="_2 blank"> </span>R, <span class="_2 blank"> </span>com<span class="_2 blank"> </span> 15</div></div><div class="t m2 x1b h5 y3c ff3 fs2 fc0 sc0 ls0 ws0">,0 </div><div class="c x1c y28 w14 h6"><div class="t m2 x3 h5 y29 ff3 fs2 fc0 sc0 ls0 ws0">m <span class="_2 blank"> </span>de <span class="_2 blank"> </span>lâm<span class="_2 blank"> </span>ina d\u2019água, <span class="_2 blank"> </span>e <span class="_2 blank"> </span>de <span class="_2 blank"> </span>outro, <span class="_2 blank"> </span>a <span class="_2 blank"> </span>um <span class="_2 blank"> </span>bocal <span class="_2 blank"> </span>de <span class="_2 blank"> </span>50 </div></div><div class="c xc y2a w15 h6"><div class="t m2 x10 h5 y2b ff3 fs2 fc0 sc0 ls0 ws0">mm <span class="_1 blank"> </span>de <span class="_2 blank"> </span>diâm<span class="_2 blank"> </span>etro <span class="_1 blank"> </span>na <span class="_2 blank"> </span>extr<span class="_2 blank"> </span>emidade, <span class="_1 blank"> </span>confo</div></div><div class="c x1d y2a w16 h6"><div class="t m2 x3 h5 y2b ff3 fs2 fc0 sc0 ls0 ws0">rme <span class="_1 blank"> </span>mostrado <span class="_1 blank"> </span>na <span class="_2 blank"> </span>f<span class="_2 blank"> </span>igura <span class="_1 blank"> </span>a <span class="_2 blank"> </span>se<span class="_2 blank"> </span>guir. <span class="_2 blank"> </span>Es<span class="_2 blank"> </span>te <span class="_1 blank"> </span>bocal <span class="_2 blank"> </span>f<span class="_2 blank"> </span>oi </div></div><div class="c xc y2c w9 h6"><div class="t m2 x10 h5 y2d ff3 fs2 fc0 sc0 ls0 ws0">testado em<span class="_2 blank"> </span> <span class="_2 blank"> </span>laboratório e <span class="_2 blank"> </span>apres<span class="_2 blank"> </span>entou um<span class="_2 blank"> </span> c<span class="_2 blank"> </span>oeficiente de <span class="_2 blank"> </span>perda <span class="_2 blank"> </span>de c<span class="_2 blank"> </span>arga de <span class="_2 blank"> </span>0,10, <span class="_2 blank"> </span>quando </div></div><div class="c xc y2e w9 h6"><div class="t m2 x10 h5 y2f ff3 fs2 fc0 sc0 ls0 ws0">referenciado <span class="_0 blank"> </span>à <span class="_1 blank"> </span>seção <span class="_1 blank"> </span>de <span class="_1 blank"> </span>m<span class="_2 blank"> </span>aior <span class="_1 blank"> </span>veloci<span class="_2 blank"> </span>dade. <span class="_1 blank"> </span>Calcular <span class="_0 blank"> </span>as <span class="_1 blank"> </span>velocidades <span class="_1 blank"> </span>n<span class="_2 blank"> </span>a <span class="_1 blank"> </span>tubulaçã<span class="_2 blank"> </span>o <span class="_1 blank"> </span>e <span class="_1 blank"> </span>na </div></div><div class="c xc y32 w17 h9"><div class="t m3 x1e h7 y33 ff2 fs3 fc0 sc0 ls0 ws0">16,0 m/s</div></div><div class="t m3 x12 h7 y31 ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="c xc y35 w18 h9"><div class="t m3 x1f h7 y36 ff2 fs3 fc0 sc0 ls0 ws0">Vtub = 1,0 m/s</div></div><div class="t m2 xf h5 y34 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m0 x20 h2 y3d ff1 fs0 fc0 sc0 ls0 ws0">1 </div><div class="c x21 y5 w19 h6"><div class="t m2 x22 h5 y6 ff3 fs2 fc0 sc0 ls0 ws0">Um <span class="_0 blank"> </span>bocal <span class="_1 blank"> </span>c<span class="_2 blank"> </span>onvergente <span class="_0 blank"> </span>de <span class="_0 blank"> </span>100 <span class="_0 blank"> </span>mm <span class="_0 blank"> </span>x <span class="_0 blank"> </span>50 <span class="_1 blank"> </span>mm<span class="_2 blank"> </span> <span class="_1 blank"> </span>é <span class="_0 blank"> </span>colocado <span class="_0 blank"> </span>num<span class="_2 blank"> </span> <span class="_1 blank"> </span>s<span class="_2 blank"> </span>istema <span class="_0 blank"> </span>para <span class="_1 blank"> </span>assegurar </div></div><div class="c x21 y7 w19 h6"><div class="t m2 x22 h5 y8 ff3 fs2 fc0 sc0 ls0 ws0">uma <span class="_3 blank"> </span>velocidade <span class="_0 blank"> </span>de <span class="_3 blank"> </span>5,0 <span class="_0 blank"> </span>m<span class="_2 blank"> </span>/s <span class="_0 blank"> </span>na <span class="_0 blank"> </span>extr<span class="_2 blank"> </span>emidade <span class="_0 blank"> </span>m<span class="_2 blank"> </span>enor <span class="_0 blank"> </span>do <span class="_0 blank"> </span>boc<span class="_2 blank"> </span>al. <span class="_0 blank"> </span>Calcular <span class="_3 blank"> </span>a <span class="_0 blank"> </span>ve<span class="_2 blank"> </span>locidade <span class="_0 blank"> </span>a<span class="_2 blank"> </span> </div></div><div class="c x21 y9 w19 h6"><div class="t m2 x23 h5 ya ff3 fs2 fc0 sc0 ls0 ws0">escoada. <span class="_2 blank"> </span>Utilizar <span class="_2 blank"> </span>a Eq<span class="_2 blank"> </span>uação <span class="_2 blank"> </span>da Co<span class="_2 blank"> </span>ntinuidade <span class="_2 blank"> </span>ou P<span class="_2 blank"> </span>rincípio </div></div><div class="c x21 y15 w1a h6"><div class="t m2 x22 h5 y16 ff3 fs2 fc0 sc0 ls0 ws0">Uma tubulação de <span class="_4 blank"> </span>400 mm de <span class="_4 blank"> </span>diâmetro e <span class="_4 blank"> </span>2.000 m de <span class="_4 blank"> </span>comprimento parte de<span class="_5 blank"></span> <span class="_4 blank"> </span>um </div></div><div class="c x21 y17 w19 h6"><div class="t m2 x24 h5 y18 ff3 fs2 fc0 sc0 ls0 ws0">cidade <span class="_0 blank"> </span>m<span class="_2 blank"> </span>édia <span class="_0 blank"> </span>no <span class="_3 blank"> </span>tubo <span class="_3 blank"> </span>é <span class="_0 blank"> </span>de </div></div><div class="c x21 y19 w1b h6"><div class="t m2 x22 h5 y1a ff3 fs2 fc0 sc0 ls0 ws0">1,0m/s; <span class="_6 blank"> </span>a <span class="_7 blank"> </span>carga <span class="_7 blank"> </span>de <span class="_7 blank"> </span>pres<span class="_2 blank"> </span>são <span class="_7 blank"> </span>e <span class="_7 blank"> </span>a <span class="_7 blank"> </span>cota <span class="_7 blank"> </span>no <span class="_7 blank"> </span>fin<span class="_2 blank"> </span>al <span class="_7 blank"> </span>da <span class="_7 blank"> </span>tubulaçã<span class="_2 blank"> </span>o <span class="_7 blank"> </span>são <span class="_7 blank"> </span>30m<span class="_2 blank"> </span> <span class="_7 blank"> </span>e <span class="_7 blank"> </span>50 <span class="_7 blank"> </span>m, </div></div><div class="c x21 y1b w19 h6"><div class="t m2 x22 h5 y1c ff3 fs2 fc0 sc0 ls0 ws0">respectivam<span class="_2 blank"> </span>ente. <span class="_8 blank"> </span>Calcular <span class="_9 blank"> </span>a <span class="_8 blank"> </span>perda <span class="_8 blank"> </span>de <span class="_8 blank"> </span>c<span class="_2 blank"> </span>arga <span class="_8 blank"> </span>provoc<span class="_2 blank"> </span>ada <span class="_8 blank"> </span>pelo <span class="_8 blank"> </span>escoam<span class="_2 blank"> </span>ento <span class="_8 blank"> </span>nesta </div></div><div class="c x21 y1d w1c h6"><div class="t m2 x25 h5 y1e ff3 fs2 fc0 sc0 ls0 ws0">Dado g <span class="_2 blank"> </span>= 9,81 m<span class="_2 blank"> </span>/s</div></div><div class="t m3 x26 ha y3e ff3 fs5 fc0 sc0 ls0">2</div><div class="t m2 x27 h5 y3b ff3 fs2 fc0 sc0 ls0 ws0">. </div><div class="t m0 x28 h2 y3f ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="c x21 y26 w19 h6"><div class="t m2 x22 h5 y27 ff3 fs2 fc0 sc0 ls0 ws0">Uma <span class="_2 blank"> </span>tubulação horizon<span class="_2 blank"> </span>tal com<span class="_2 blank"> </span> 200 mm<span class="_2 blank"> </span> de diâm<span class="_2 blank"> </span>etro, 100 m<span class="_2 blank"> </span> de ex<span class="_2 blank"> </span>tensão, está <span class="_2 blank"> </span>ligada de </div></div><div class="c x21 y28 w19 h6"><div class="t m2 x29 h5 y29 ff3 fs2 fc0 sc0 ls0 ws0">m <span class="_2 blank"> </span>de <span class="_2 blank"> </span>lâm<span class="_2 blank"> </span>ina d\u2019água, <span class="_2 blank"> </span>e <span class="_2 blank"> </span>de <span class="_2 blank"> </span>outro, <span class="_2 blank"> </span>a <span class="_2 blank"> </span>um <span class="_2 blank"> </span>bocal <span class="_2 blank"> </span>de <span class="_2 blank"> </span>50 </div></div><div class="c x21 y2a w19 h6"><div class="t m2 x2a h5 y2b ff3 fs2 fc0 sc0 ls0 ws0">rme <span class="_1 blank"> </span>mostrado <span class="_1 blank"> </span>na <span class="_2 blank"> </span>f<span class="_2 blank"> </span>igura <span class="_1 blank"> </span>a <span class="_2 blank"> </span>se<span class="_2 blank"> </span>guir. <span class="_2 blank"> </span>Es<span class="_2 blank"> </span>te <span class="_1 blank"> </span>bocal <span class="_2 blank"> </span>f<span class="_2 blank"> </span>oi </div></div><div class="c x21 y2c w19 h6"><div class="t m2 x22 h5 y2d ff3 fs2 fc0 sc0 ls0 ws0">testado em<span class="_2 blank"> </span> <span class="_2 blank"> </span>laboratório e <span class="_2 blank"> </span>apres<span class="_2 blank"> </span>entou um<span class="_2 blank"> </span> c<span class="_2 blank"> </span>oeficiente de <span class="_2 blank"> </span>perda <span class="_2 blank"> </span>de c<span class="_2 blank"> </span>arga de <span class="_2 blank"> </span>0,10, <span class="_2 blank"> </span>quando </div></div><div class="c x21 y2e w19 h6"><div class="t m2 x22 h5 y2f ff3 fs2 fc0 sc0 ls0 ws0">referenciado <span class="_0 blank"> </span>à <span class="_1 blank"> </span>seção <span class="_1 blank"> </span>de <span class="_1 blank"> </span>m<span class="_2 blank"> </span>aior <span class="_1 blank"> </span>veloci<span class="_2 blank"> </span>dade. <span class="_1 blank"> </span>Calcular <span class="_0 blank"> </span>as <span class="_1 blank"> </span>velocidades <span class="_1 blank"> </span>n<span class="_2 blank"> </span>a <span class="_1 blank"> </span>tubulaçã<span class="_2 blank"> </span>o <span class="_1 blank"> </span>e <span class="_1 blank"> </span>na </div></div><div class="t m2 x2b h5 y40 ff3 fs2 fc0 sc0 ls0 ws0"> </div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div> <div id="pf2" class="pf w0 h0" data-page-no="2"><div class="pc pc2 w0 h0"><img class="bi x2c y41 w1d hb" alt="" src="https://files.passeidireto.com/dceeb086-636c-4cd1-a428-dcf8c9942a43/bg2.png"><div class="t m0 x1 h2 y1 ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="t m2 x4 h5 y42 ff3 fs2 fc0 sc0 ls0 ws0">4. </div><div class="c x5 y43 w3 h6"><div class="t m2 x3 h5 y44 ff3 fs2 fc0 sc0 ls0 ws0">Uma tubulaç<span class="_2 blank"> </span>ão de PVC, <span class="_2 blank"> </span>de 1.100 m<span class="_2 blank"> </span> de com<span class="_2 blank"> </span>primento e 100 <span class="_2 blank"> </span>mm <span class="_2 blank"> </span>de diâmetro interliga <span class="_2 blank"> </span>os </div></div><div class="t m2 x5 h5 y45 ff3 fs2 fc0 sc0 ls0 ws0">reservatórios <span class="_3 blank"> </span>R</div><div class="t m3 x2d ha y46 ff3 fs5 fc0 sc0 ls0">1</div><div class="t m2 x2e h5 y45 ff3 fs2 fc0 sc0 ls0 ws0"> <span class="_0 blank"> </span>e <span class="_3 blank"> </span>R</div><div class="c xc y47 w1e hc"><div class="t m3 x3 ha y48 ff3 fs5 fc0 sc0 ls0">2</div></div><div class="c x5 y49 w3 h6"><div class="t m2 x3 h5 y4a ff3 fs2 fc0 sc0 ls0 ws0">620,0 <span class="_0 blank"> </span>m <span class="_0 blank"> </span>e <span class="_0 blank"> </span>600,0 <span class="_1 blank"> </span>m<span class="_2 blank"> </span>, <span class="_0 blank"> </span>respectivamente. <span class="_0 blank"> </span>Consideran<span class="_2 blank"> </span>do <span class="_0 blank"> </span>desprezíveis <span class="_0 blank"> </span>as <span class="_0 blank"> </span>perdas <span class="_0 blank"> </span>de <span class="_0 blank"> </span>carga </div></div><div class="t m2 x5 h5 y4b ff3 fs2 fc0 sc0 ls0 ws0">localizadas </div><div class="c x6 y4c w1f h6"><div class="t m2 x3 h5 y4d ff3 fs2 fc0 sc0 ls0 ws0">e <span class="_1 blank"> </span>o <span class="_1 blank"> </span>nº <span class="_2 blank"> </span>de <span class="_1 blank"> </span>R<span class="_2 blank"> </span>eynolds <span class="_1 blank"> </span>igual <span class="_1 blank"> </span>a <span class="_1 blank"> </span>1,32 <span class="_1 blank"> </span>x <span class="_1 blank"> </span>10</div></div><div class="t m2 x5 h5 y4e ff3 fs2 fc0 sc0 ls0 ws0">para transportar um</div><div class="c x2f y4f w20 h6"><div class="t m2 x3 h5 y6 ff3 fs2 fc0 sc0 ls0 ws0">a vazão </div></div><div class="c x5 y50 w3 h6"><div class="t m2 x3 h5 y8 ff3 fs2 fc0 sc0 ls0 ws0">Obs.: <span class="_3 blank"> </span>Resolver <span class="_3 blank"> </span>o <span class="_3 blank"> </span>problema <span class="_3 blank"> </span>atra<span class="_2 blank"> </span>vés </div></div><div class="t m2 x5 h5 y51 ff3 fs2 fc0 sc0 ls0 ws0">Fórmula de Ha<span class="_2 blank"> </span>zen-</div><div class="c xa y52 w21 h6"><div class="t m2 x3 h5 ya ff3 fs2 fc0 sc0 ls0 ws1">W illians.</div></div><div class="t m0 x5 h2 y53 ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="t m3 x5 h7 y54 ff2 fs3 fc0 sc0 ls0 ws2">Res</div><div class="c x30 y55 w22 h9"><div class="t m3 x3 h7 y56 ff2 fs3 fc0 sc0 ls0 ws0">posta: hfcont = 18,26 m (Fórmula Universal)</div></div><div class="t m3 x5 h7 y57 ff2 fs3 fc0 sc0 ls0 ws0"> <span class="_a blank"> </span> </div><div class="c xb y58 w7 h9"><div class="t m3 x3 h7 y59 ff2 fs3 fc0 sc0 ls0 ws0">hfcont = 18,54 m (Hazen</div></div><div class="t m0 x5 h2 y5a ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="t m2 x4 h5 y5b ff3 fs2 fc0 sc0 ls0 ws0">5. </div><div class="c x5 y5c w3 h6"><div class="t m2 x3 h5 y5d ff3 fs2 fc0 sc0 ls0 ws0">A <span class="_b blank"> </span>tubulação <span class="_b blank"> </span>esquem<span class="_2 blank"> </span>atizada <span class="_b blank"> </span>aba<span class="_2 blank"> </span>ixo <span class="_b blank"> </span>é <span class="_b blank"> </span>com<span class="_2 blank"> </span>posta <span class="_b blank"> </span>de 200 <span class="_b blank"> </span>m<span class="_2 blank"> </span> <span class="_b blank"> </span>de <span class="_b blank"> </span>tubo <span class="_b blank"> </span>de <span class="_b blank"> </span>PVC <span class="_b blank"> </span>com </div></div><div class="c x5 y5e w3 h6"><div class="t m2 x3 h5 y5f ff3 fs2 fc0 sc0 ls0 ws0">diâmetro <span class="_0 blank"> </span>de <span class="_1 blank"> </span>100 <span class="_0 blank"> </span>mm <span class="_0 blank"> </span>e</div></div><div class="t m2 x5 h5 y60 ff3 fs2 fc0 sc0 ls0 ws0">vazão de 10 </div><div class="c x31 y61 w23 h6"><div class="t m2 x3 h5 y62 ff3 fs2 fc0 sc0 ls0 ws0">l/s. No condut<span class="_2 blank"> </span>o há algum<span class="_2 blank"> </span>as conexões e aparel<span class="_2 blank"> </span>hos. Pede</div></div><div class="t m2 x32 h5 y63 ff3 fs2 fc0 sc0 ls0 ws0">a) </div><div class="c x33 y64 w24 h6"><div class="t m2 x3 h5 y65 ff3 fs2 fc0 sc0 ls0 ws0">A perda de carga<span class="_2 blank"> </span> contínua (F<span class="_2 blank"> </span>órmula de Hazen</div></div><div class="t m2 x32 h5 y66 ff3 fs2 fc0 sc0 ls0 ws0">b) <span class="_c blank"> </span>A </div><div class="c x34 y67 w25 h6"><div class="t m2 x3 h5 y68 ff3 fs2 fc0 sc0 ls0 ws0">som<span class="_2 blank"> </span>a <span class="_1 blank"> </span>das <span class="_1 blank"> </span>perdas <span class="_1 blank"> </span>de <span class="_1 blank"> </span>c<span class="_2 blank"> </span>arga <span class="_1 blank"> </span>locais <span class="_1 blank"> </span>p<span class="_2 blank"> </span>or <span class="_1 blank"> </span>meio <span class="_1 blank"> </span>da <span class="_0 blank"> </span>Expressão <span class="_1 blank"> </span>Geral <span class="_1 blank"> </span>das</div></div><div class="c x33 y69 w24 h6"><div class="t m2 x3 h5 y6a ff3 fs2 fc0 sc0 ls0 ws0">de Carga Local<span class="_2 blank"> </span>izadas e do <span class="_2 blank"> </span>Método dos Com<span class="_2 blank"> </span>primentos Virt<span class="_2 blank"> </span>uais</div></div><div class="t m2 x32 h5 y6b ff3 fs2 fc0 sc0 ls0 ws0">c) </div><div class="c x33 y6c w24 h6"><div class="t m2 x3 h5 y6d ff3 fs2 fc0 sc0 ls0 ws0">A perda de carga<span class="_2 blank"> </span> total do sis<span class="_2 blank"> </span>tema.</div></div><div class="c x5 y6e w3 hd"><div class="t m3 x3 h7 y6f ff2 fs3 fc0 sc0 ls0 ws0">Resposta: a) hfcont = </div></div><div class="t m3 x5 h7 y70 ff2 fs3 fc0 sc0 ls1 ws0"> <span class="_a blank"> </span> </div><div class="c x35 y71 w26 h9"><div class="t m3 x3 h7 y72 ff2 fs3 fc0 sc0 ls0 ws0">b) hfloc = 1,</div></div><div class="t m3 x5 h7 y73 ff2 fs3 fc0 sc0 ls1 ws0"> <span class="_a blank"> </span> </div><div class="c x36 y74 w27 h9"><div class="t m3 x3 h7 y33 ff2 fs3 fc0 sc0 ls0 ws0">hfloc = 1,07 m (Método dos Comprimentos Virtuais)</div></div><div class="t m3 x5 h7 y75 ff2 fs3 fc0 sc0 ls1 ws0"> <span class="_a blank"> </span> </div><div class="c x35 y76 w26 h9"><div class="t m3 x3 h7 y36 ff2 fs3 fc0 sc0 ls0 ws0">c) hftotal = </div></div><div class="c xc y43 w9 h6"><div class="t m2 x10 h5 y44 ff3 fs2 fc0 sc0 ls0 ws0">Uma tubulaç<span class="_2 blank"> </span>ão de PVC, <span class="_2 blank"> </span>de 1.100 m<span class="_2 blank"> </span> de com<span class="_2 blank"> </span>primento e 100 <span class="_2 blank"> </span>mm <span class="_2 blank"> </span>de diâmetro interliga <span class="_2 blank"> </span>os </div></div><div class="c xc y47 w28 hc"><div class="t m3 x3 ha y48 ff3 fs5 fc0 sc0 ls0">2</div></div><div class="t m2 x37 h5 y45 ff3 fs2 fc0 sc0 ls0 ws0">. <span class="_0 blank"> </span>O<span class="_2 blank"> </span>s <span class="_3 blank"> </span>níveis <span class="_3 blank"> </span>de <span class="_3 blank"> </span>água <span class="_3 blank"> </span>dos <span class="_3 blank"> </span>reser<span class="_2 blank"> </span>vatórios <span class="_3 blank"> </span>R</div><div class="t m3 x38 ha y46 ff3 fs5 fc0 sc0 ls0">1</div><div class="t m2 x39 h5 y45 ff3 fs2 fc0 sc0 ls0 ws0"> <span class="_0 blank"> </span>e<span class="_2 blank"> </span> <span class="_0 blank"> </span>R</div><div class="c x21 y47 w29 hc"><div class="t m3 x3 ha y48 ff3 fs5 fc0 sc0 ls0">2</div></div><div class="c xc y49 w9 h6"><div class="t m2 x10 h5 y4a ff3 fs2 fc0 sc0 ls0 ws0">620,0 <span class="_0 blank"> </span>m <span class="_0 blank"> </span>e <span class="_0 blank"> </span>600,0 <span class="_1 blank"> </span>m<span class="_2 blank"> </span>, <span class="_0 blank"> </span>respectivamente. <span class="_0 blank"> </span>Consideran<span class="_2 blank"> </span>do <span class="_0 blank"> </span>desprezíveis <span class="_0 blank"> </span>as <span class="_0 blank"> </span>perdas <span class="_0 blank"> </span>de <span class="_0 blank"> </span>carga </div></div><div class="c xc y4c w2a h6"><div class="t m2 x3a h5 y4d ff3 fs2 fc0 sc0 ls0 ws0">e <span class="_1 blank"> </span>o <span class="_1 blank"> </span>nº <span class="_2 blank"> </span>de <span class="_1 blank"> </span>R<span class="_2 blank"> </span>eynolds <span class="_1 blank"> </span>igual <span class="_1 blank"> </span>a <span class="_1 blank"> </span>1,32 <span class="_1 blank"> </span>x <span class="_1 blank"> </span>10</div></div><div class="t m3 x3b ha y77 ff3 fs5 fc0 sc0 ls0">5</div><div class="t m2 x3c h5 y4b ff3 fs2 fc0 sc0 ls0 ws0">. <span class="_1 blank"> </span>Calcular </div><div class="c x3d y4c w2b h6"><div class="t m2 x3 h5 y4d ff3 fs2 fc0 sc0 ls0 ws0">a <span class="_1 blank"> </span>perda <span class="_1 blank"> </span>de <span class="_1 blank"> </span>carga <span class="_1 blank"> </span>contínu<span class="_2 blank"> </span>a </div></div><div class="c xc y4f w5 h6"><div class="t m2 x3e h5 y6 ff3 fs2 fc0 sc0 ls0 ws0">a vazão </div></div><div class="t m2 x3f h5 y4e ff3 fs2 fc0 sc0 ls0 ws0">de 10 l/s.<span class="_2 blank"> </span> </div><div class="c xc y50 w2c h6"><div class="t m2 x10 h5 y8 ff3 fs2 fc0 sc0 ls0 ws0">Obs.: <span class="_3 blank"> </span>Resolver <span class="_3 blank"> </span>o <span class="_3 blank"> </span>problema <span class="_3 blank"> </span>atra<span class="_2 blank"> </span>vés </div></div><div class="t m2 x40 h5 y78 ff3 fs2 fc0 sc0 ls0 ws0">da <span class="_0 blank"> </span>F<span class="_2 blank"> </span>órm<span class="_2 blank"> </span>ul</div><div class="c x41 y50 w2d h6"><div class="t m2 x3 h5 y8 ff3 fs2 fc0 sc0 ls0 ws0">a <span class="_0 blank"> </span>Uni<span class="_2 blank"> </span>versal <span class="_3 blank"> </span>para <span class="_3 blank"> </span>Perda <span class="_3 blank"> </span>de <span class="_0 blank"> </span>C<span class="_2 blank"> </span>arga <span class="_0 blank"> </span>e <span class="_3 blank"> </span>d<span class="_2 blank"> </span>a </div></div><div class="c xc y52 w2e h6"><div class="t m2 x25 h5 ya ff3 fs2 fc0 sc0 ls0 ws1">W illians.</div></div><div class="t m2 x12 h5 y51 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="c xc y55 w2f h9"><div class="t m3 x42 h7 y56 ff2 fs3 fc0 sc0 ls0 ws0">posta: hfcont = 18,26 m (Fórmula Universal)</div></div><div class="t m3 x43 h7 y54 ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="c xc y58 w30 h9"><div class="t m3 x1f h7 y59 ff2 fs3 fc0 sc0 ls0 ws0">hfcont = 18,54 m (Hazen</div></div><div class="t m3 x44 h7 y57 ff2 fs3 fc0 sc0 ls0 ws2">-Willians)</div><div class="t m0 x45 h2 y57 ff1 fs0 fc0 sc0 ls0 ws0"> <span class="_d blank"> </span> </div><div class="c xc y5c w9 h6"><div class="t m2 x10 h5 y5d ff3 fs2 fc0 sc0 ls0 ws0">A <span class="_b blank"> </span>tubulação <span class="_b blank"> </span>esquem<span class="_2 blank"> </span>atizada <span class="_b blank"> </span>aba<span class="_2 blank"> </span>ixo <span class="_b blank"> </span>é <span class="_b blank"> </span>com<span class="_2 blank"> </span>posta <span class="_b blank"> </span>de 200 <span class="_b blank"> </span>m<span class="_2 blank"> </span> <span class="_b blank"> </span>de <span class="_b blank"> </span>tubo <span class="_b blank"> </span>de <span class="_b blank"> </span>PVC <span class="_b blank"> </span>com </div></div><div class="c xc y5e w11 h6"><div class="t m2 x10 h5 y5f ff3 fs2 fc0 sc0 ls0 ws0">diâmetro <span class="_0 blank"> </span>de <span class="_1 blank"> </span>100 <span class="_0 blank"> </span>mm <span class="_0 blank"> </span>e</div></div><div class="t m2 xf h5 y79 ff3 fs2 fc0 sc0 ls0 ws0"> <span class="_1 blank"> </span>50 <span class="_0 blank"> </span>m <span class="_1 blank"> </span>de <span class="_0 blank"> </span>tubo <span class="_1 blank"> </span>de <span class="_1 blank"> </span>P<span class="_2 blank"> </span>VC <span class="_1 blank"> </span>com<span class="_2 blank"> </span> <span class="_1 blank"> </span>diâm<span class="_2 blank"> </span>etro <span class="_1 blank"> </span>75 </div><div class="c x46 y5e w31 h6"><div class="t m2 x3 h5 y5f ff3 fs2 fc0 sc0 ls0 ws0">mm <span class="_0 blank"> </span>e <span class="_1 blank"> </span>transport<span class="_2 blank"> </span>a <span class="_1 blank"> </span>uma </div></div><div class="c xc y61 w32 h6"><div class="t m2 x47 h5 y62 ff3 fs2 fc0 sc0 ls0 ws0">l/s. No condut<span class="_2 blank"> </span>o há algum<span class="_2 blank"> </span>as conexões e aparel<span class="_2 blank"> </span>hos. Pede</div></div><div class="c x48 y61 w33 h6"><div class="t m2 x3 h5 y62 ff3 fs2 fc0 sc0 ls0">-</div></div><div class="c xc y64 w34 h6"><div class="t m2 x49 h5 y65 ff3 fs2 fc0 sc0 ls0 ws0">A perda de carga<span class="_2 blank"> </span> contínua (F<span class="_2 blank"> </span>órmula de Hazen</div></div><div class="t m2 x4a h5 y63 ff3 fs2 fc0 sc0 ls0 ws0">-W<span class="_2 blank"> </span>illians). </div><div class="c xc y67 w9 h6"><div class="t m2 x4b h5 y68 ff3 fs2 fc0 sc0 ls0 ws0">som<span class="_2 blank"> </span>a <span class="_1 blank"> </span>das <span class="_1 blank"> </span>perdas <span class="_1 blank"> </span>de <span class="_1 blank"> </span>c<span class="_2 blank"> </span>arga <span class="_1 blank"> </span>locais <span class="_1 blank"> </span>p<span class="_2 blank"> </span>or <span class="_1 blank"> </span>meio <span class="_1 blank"> </span>da <span class="_0 blank"> </span>Expressão <span class="_1 blank"> </span>Geral <span class="_1 blank"> </span>das</div></div><div class="c xc y69 w9 h6"><div class="t m2 x49 h5 y6a ff3 fs2 fc0 sc0 ls0 ws0">de Carga Local<span class="_2 blank"> </span>izadas e do <span class="_2 blank"> </span>Método dos Com<span class="_2 blank"> </span>primentos Virt<span class="_2 blank"> </span>uais</div></div><div class="c xc y6c w35 h6"><div class="t m2 x49 h5 y6d ff3 fs2 fc0 sc0 ls0 ws0">A perda de carga<span class="_2 blank"> </span> total do sis<span class="_2 blank"> </span>tema.</div></div><div class="t m2 x4c h5 y6b ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="c xc y6e w36 hd"><div class="t m3 x10 h7 y6f ff2 fs3 fc0 sc0 ls0 ws0">Resposta: a) hfcont = </div></div><div class="t m3 xc h7 y7a ff2 fs3 fc0 sc0 ls0 ws0">6,79 m </div><div class="c xc y71 w28 h9"><div class="t m3 x4d h7 y72 ff2 fs3 fc0 sc0 ls0 ws0">b) hfloc = 1,</div></div><div class="t m3 x37 h7 y70 ff2 fs3 fc0 sc0 ls0 ws0">05 m (Expressão Geral) </div><div class="c xc y74 w37 h9"><div class="t m3 x4e h7 y33 ff2 fs3 fc0 sc0 ls0 ws0">hfloc = 1,07 m (Método dos Comprimentos Virtuais)</div></div><div class="t m3 x4f h7 y73 ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="c xc y76 w38 h9"><div class="t m3 x4d h7 y36 ff2 fs3 fc0 sc0 ls0 ws0">c) hftotal = </div></div><div class="t m3 x50 h7 y75 ff2 fs3 fc0 sc0 ls0 ws0">7,84 m </div><div class="t m0 x20 h2 y3d ff1 fs0 fc0 sc0 ls0 ws0">2 </div><div class="c x21 y43 w1a h6"><div class="t m2 x22 h5 y44 ff3 fs2 fc0 sc0 ls0 ws0">Uma tubulaç<span class="_2 blank"> </span>ão de PVC, <span class="_2 blank"> </span>de 1.100 m<span class="_2 blank"> </span> de com<span class="_2 blank"> </span>primento e 100 <span class="_2 blank"> </span>mm <span class="_2 blank"> </span>de diâmetro interliga <span class="_2 blank"> </span>os </div></div><div class="c x21 y47 w39 hc"><div class="t m3 x3 ha y48 ff3 fs5 fc0 sc0 ls0">2</div></div><div class="t m2 x51 h5 y45 ff3 fs2 fc0 sc0 ls0 ws0"> <span class="_3 blank"> </span>estão <span class="_3 blank"> </span>nas <span class="_3 blank"> </span>cotas </div><div class="c x21 y49 w19 h6"><div class="t m2 x22 h5 y4a ff3 fs2 fc0 sc0 ls0 ws0">620,0 <span class="_0 blank"> </span>m <span class="_0 blank"> </span>e <span class="_0 blank"> </span>600,0 <span class="_1 blank"> </span>m<span class="_2 blank"> </span>, <span class="_0 blank"> </span>respectivamente. <span class="_0 blank"> </span>Consideran<span class="_2 blank"> </span>do <span class="_0 blank"> </span>desprezíveis <span class="_0 blank"> </span>as <span class="_0 blank"> </span>perdas <span class="_0 blank"> </span>de <span class="_0 blank"> </span>carga </div></div><div class="c x21 y4c w19 h6"><div class="t m2 x52 h5 y4d ff3 fs2 fc0 sc0 ls0 ws0">a <span class="_1 blank"> </span>perda <span class="_1 blank"> </span>de <span class="_1 blank"> </span>carga <span class="_1 blank"> </span>contínu<span class="_2 blank"> </span>a </div></div><div class="c x21 y50 w19 h6"><div class="t m2 x53 h5 y8 ff3 fs2 fc0 sc0 ls0 ws0">a <span class="_0 blank"> </span>Uni<span class="_2 blank"> </span>versal <span class="_3 blank"> </span>para <span class="_3 blank"> </span>Perda <span class="_3 blank"> </span>de <span class="_0 blank"> </span>C<span class="_2 blank"> </span>arga <span class="_0 blank"> </span>e <span class="_3 blank"> </span>d<span class="_2 blank"> </span>a </div></div><div class="t m0 x54 h2 y7b ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="c x21 y5c w1b h6"><div class="t m2 x22 h5 y5d ff3 fs2 fc0 sc0 ls0 ws0">A <span class="_b blank"> </span>tubulação <span class="_b blank"> </span>esquem<span class="_2 blank"> </span>atizada <span class="_b blank"> </span>aba<span class="_2 blank"> </span>ixo <span class="_b blank"> </span>é <span class="_b blank"> </span>com<span class="_2 blank"> </span>posta <span class="_b blank"> </span>de 200 <span class="_b blank"> </span>m<span class="_2 blank"> </span> <span class="_b blank"> </span>de <span class="_b blank"> </span>tubo <span class="_b blank"> </span>de <span class="_b blank"> </span>PVC <span class="_b blank"> </span>com </div></div><div class="c x21 y5e w1b h6"><div class="t m2 x55 h5 y5f ff3 fs2 fc0 sc0 ls0 ws0">mm <span class="_0 blank"> </span>e <span class="_1 blank"> </span>transport<span class="_2 blank"> </span>a <span class="_1 blank"> </span>uma </div></div><div class="c x21 y61 w3a h6"><div class="t m2 x56 h5 y62 ff3 fs2 fc0 sc0 ls0">-</div></div><div class="t m2 x51 h5 y60 ff3 fs2 fc0 sc0 ls0 ws0">se calcular:<span class="_2 blank"> </span> </div><div class="c x21 y67 w3b h6"><div class="t m2 x57 h5 y68 ff3 fs2 fc0 sc0 ls0 ws0">som<span class="_2 blank"> </span>a <span class="_1 blank"> </span>das <span class="_1 blank"> </span>perdas <span class="_1 blank"> </span>de <span class="_1 blank"> </span>c<span class="_2 blank"> </span>arga <span class="_1 blank"> </span>locais <span class="_1 blank"> </span>p<span class="_2 blank"> </span>or <span class="_1 blank"> </span>meio <span class="_1 blank"> </span>da <span class="_0 blank"> </span>Expressão <span class="_1 blank"> </span>Geral <span class="_1 blank"> </span>das</div></div><div class="t m2 x58 h5 y66 ff3 fs2 fc0 sc0 ls0 ws0"> <span class="_1 blank"> </span>Perdas<span class="_2 blank"> </span> </div><div class="c x21 y69 w3c h6"><div class="t m2 x59 h5 y6a ff3 fs2 fc0 sc0 ls0 ws0">de Carga Local<span class="_2 blank"> </span>izadas e do <span class="_2 blank"> </span>Método dos Com<span class="_2 blank"> </span>primentos Virt<span class="_2 blank"> </span>uais</div></div><div class="t m2 x5a h5 y7c ff3 fs2 fc0 sc0 ls0 ws0">. </div><div class="t m0 x5b h2 y7d ff1 fs0 fc0 sc0 ls0 ws0"> </div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div> <div id="pf3" class="pf w0 h0" data-page-no="3"><div class="pc pc3 w0 h0"><img fetchpriority="low" loading="lazy" class="bi x5c y7e w3d he" alt="" src="https://files.passeidireto.com/dceeb086-636c-4cd1-a428-dcf8c9942a43/bg3.png"><div class="t m0 x1 h2 y1 ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="t m3 x5 h7 y7f ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="t m2 x4 h5 y80 ff3 fs2 fc0 sc0 ls0 ws0">6. </div><div class="c x5 y81 w3 h6"><div class="t m2 x3 h5 y82 ff3 fs2 fc0 sc0 ls0 ws0">Determ<span class="_2 blank"> </span>ine o <span class="_1 blank"> </span>diâmetro <span class="_2 blank"> </span>que <span class="_2 blank"> </span>a <span class="_2 blank"> </span>ad<span class="_2 blank"> </span>utora <span class="_2 blank"> </span>represe<span class="_2 blank"> </span>ntada <span class="_2 blank"> </span>abaixo <span class="_1 blank"> </span>deverá <span class="_2 blank"> </span>ter <span class="_2 blank"> </span>para <span class="_2 blank"> </span>tr<span class="_2 blank"> </span>ansportar <span class="_2 blank"> </span>a </div></div><div class="c x5 y83 w3 h6"><div class="t m2 x3 h5 y4a ff3 fs2 fc0 sc0 ls0 ws0">vazão de 25 l/s<span class="_2 blank"> </span> de um res<span class="_2 blank"> </span>ervatório para o outr<span class="_2 blank"> </span>o, sabendo</div></div><div class="c x5 y84 w3 h6"><div class="t m2 x3 h5 y4d ff3 fs2 fc0 sc0 ls0 ws0">PVC <span class="_e blank"> </span>(plástico). <span class="_e blank"> </span>D<span class="_2 blank"> </span>espreze <span class="_e blank"> </span>as<span class="_2 blank"> </span> <span class="_e blank"> </span>perdas <span class="_e blank"> </span>de <span class="_e blank"> </span>cargas<span class="_2 blank"> </span> <span class="_e blank"> </span>localizadas. <span class="_e blank"> </span>A <span class="_f blank"> </span>tubulaçã<span class="_2 blank"> </span>o <span class="_e blank"> </span>tem </div></div><div class="t m2 x5 h5 y85 ff3 fs2 fc0 sc0 ls0 ws3">co</div><div class="c x5d y86 w3e h6"><div class="t m2 x3 h5 y6 ff3 fs2 fc0 sc0 ls0 ws0">mpr<span class="_2 blank"> </span>i<span class="_5 blank"></span>mento d<span class="_2 blank"> </span>e 1.000 m.</div></div><div class="t m2 x5 h5 y87 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m2 x5 h5 y88 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m3 x5 h7 y89 ff2 fs3 fc0 sc0 ls0 ws0">Resposta: </div><div class="c x34 y8a w3f h9"><div class="t m3 x3 h7 y8b ff2 fs3 fc0 sc0 ls0 ws0">D = 150 mm</div></div><div class="t m2 x5 h5 y8c ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m2 x5 h5 y8d ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m2 x4 h5 y8e ff3 fs2 fc0 sc0 ls0 ws0">7. </div><div class="c x5 y8f w3 h6"><div class="t m2 x3 h5 y90 ff3 fs2 fc0 sc0 ls0 ws0">Determ<span class="_2 blank"> </span>ine <span class="_3 blank"> </span>a <span class="_10 blank"> </span>velocidade <span class="_10 blank"> </span>de <span class="_10 blank"> </span>escoam<span class="_2 blank"> </span>ento <span class="_10 blank"> </span>da <span class="_3 blank"> </span>ág<span class="_2 blank"> </span>ua <span class="_3 blank"> </span>e <span class="_10 blank"> </span>o <span class="_10 blank"> </span>diâmetro <span class="_10 blank"> </span>de <span class="_10 blank"> </span>uma <span class="_10 blank"> </span>adutora, <span class="_10 blank"> </span>por </div></div><div class="c x5 y91 w3 h6"><div class="t m2 x3 h5 y92 ff3 fs2 fc0 sc0 ls0 ws0">gravidade, <span class="_0 blank"> </span>de <span class="_0 blank"> </span>500 <span class="_1 blank"> </span>m<span class="_2 blank"> </span> <span class="_0 blank"> </span>de <span class="_1 blank"> </span>com<span class="_2 blank"> </span>primento, <span class="_0 blank"> </span>que <span class="_1 blank"> </span>liga <span class="_0 blank"> </span>dois <span class="_0 blank"> </span>reservatór<span class="_2 blank"> </span>ios <span class="_1 blank"> </span>m<span class="_2 blank"> </span>antidos <span class="_0 blank"> </span>em <span class="_0 blank"> </span>níveis </div></div><div class="c x5 y93 w3 h6"><div class="t m2 x3 h5 y94 ff3 fs2 fc0 sc0 ls0 ws0">constantes, <span class="_0 blank"> </span>com<span class="_2 blank"> </span> <span class="_0 blank"> </span>diferença <span class="_0 blank"> </span>de <span class="_1 blank"> </span>c<span class="_2 blank"> </span>ontas <span class="_0 blank"> </span>de <span class="_0 blank"> </span>25 <span class="_0 blank"> </span>m, </div></div><div class="c x5 y95 w3 h6"><div class="t m2 x3 h5 y96 ff3 fs2 fc0 sc0 ls0 ws0">Material <span class="_10 blank"> </span>da <span class="_10 blank"> </span>tubul<span class="_2 blank"> </span>ação: <span class="_10 blank"> </span>PVC. <span class="_10 blank"> </span>Resol<span class="_2 blank"> </span>ver <span class="_10 blank"> </span>pela <span class="_10 blank"> </span>Equação<span class="_2 blank"> </span> <span class="_10 blank"> </span>de <span class="_10 blank"> </span>Hazen</div></div><div class="c x5 y97 w3 h6"><div class="t m2 x3 h5 y98 ff3 fs2 fc0 sc0 ls0 ws0">dimensionam<span class="_2 blank"> </span>ento <span class="_10 blank"> </span>para <span class="_10 blank"> </span>os <span class="_10 blank"> </span>seguintes <span class="_10 blank"> </span>diâm<span class="_2 blank"> </span>etros <span class="_10 blank"> </span>comerciais: <span class="_10 blank"> </span>100 <span class="_10 blank"> </span>mm<span class="_2 blank"> </span>; <span class="_10 blank"> </span>150 <span class="_3 blank"> </span>m<span class="_2 blank"> </span>m <span class="_10 blank"> </span>e <span class="_10 blank"> </span>200 </div></div><div class="t m2 x5 h5 y99 ff3 fs2 fc0 sc0 ls0 ws0">mm. </div><div class="t m3 x5 h7 y9a ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="t m3 x5 h7 y9b ff2 fs3 fc0 sc0 ls0 ws0">Resposta: </div><div class="c x34 y9c w3f h9"><div class="t m3 x3 h7 y9d ff2 fs3 fc0 sc0 ls0 ws0">D = 150 mm</div></div><div class="t m3 x5 h7 y9e ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="t m3 x5 h7 y9f ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="t m2 x4 h5 ya0 ff3 fs2 fc0 sc0 ls0 ws0">8. </div><div class="c x5 ya1 w3 h6"><div class="t m2 x3 h5 ya2 ff3 fs2 fc0 sc0 ls0 ws0">Determ<span class="_2 blank"> </span>inar a perda <span class="_2 blank"> </span>de carga <span class="_2 blank"> </span>qu</div></div><div class="c x5 ya3 w3 h6"><div class="t m2 x3 h5 ya4 ff3 fs2 fc0 sc0 ls0 ws0">Fundido <span class="_b blank"> </span>(F<span class="_2 blank"> </span>eFo) <span class="_7 blank"> </span>revestido <span class="_b blank"> </span>int<span class="_2 blank"> </span>ernamente <span class="_7 blank"> </span>com <span class="_b blank"> </span>argam<span class="_2 blank"> </span>assa <span class="_b blank"> </span>de <span class="_7 blank"> </span>cimento <span class="_b blank"> </span>e <span class="_7 blank"> </span>areia, <span class="_b blank"> </span>com </div></div><div class="c x5 ya5 w3 h6"><div class="t m2 x3 h5 ya6 ff3 fs2 fc0 sc0 ls0 ws0">diâmetro <span class="_11 blank"> </span>de <span class="_10 blank"> </span>20<span class="_2 blank"> </span>0 <span class="_10 blank"> </span>mm<span class="_2 blank"> </span>, <span class="_10 blank"> </span>na <span class="_11 blank"> </span>qua<span class="_2 blank"> </span>l <span class="_10 blank"> </span>escoam<span class="_2 blank"> </span> <span class="_10 blank"> </span>50 <span class="_11 blank"> </span>l/s <span class="_10 blank"> </span>d<span class="_2 blank"> </span>a <span class="_10 blank"> </span>ág<span class="_2 blank"> </span>ua, <span class="_10 blank"> </span>em<span class="_2 blank"> </span> <span class="_10 blank"> </span>r<span class="_2 blank"> </span>egime <span class="_10 blank"> </span>turbulento:<span class="_2 blank"> </span> </div></div><div class="t m2 x5 hf ya7 ff4 fs2 fc0 sc0 ls2 ws4">\ue001\ue001\ue002\ue003\ue004\ue001\ue005</div><div class="c x33 ya8 w40 h6"><div class="t m2 x3 h5 ya9 ff3 fs2 fc0 sc0 ls0 ws0">. Calcule pela Fórm<span class="_2 blank"> </span>ula Univers<span class="_2 blank"> </span>al.</div></div><div class="t m3 x5 h7 yaa ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="t m3 x5 h7 yab ff2 fs3 fc0 sc0 ls0 ws0">Resposta: hf</div><div class="t m4 x5e h8 yac ff2 fs4 fc0 sc0 ls0 ws5">cont</div><div class="t m3 x5f h7 yab ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="c x2d yad w41 h9"><div class="t m3 x3 h7 y2b ff2 fs3 fc0 sc0 ls0 ws0">= 15,49 m.</div></div><div class="t m3 x5 h7 yae ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="t m3 x5 h7 yaf ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="t m2 x4 h5 yb0 ff3 fs2 fc0 sc0 ls0 ws0">9. </div><div class="c x5 yb1 w3 h6"><div class="t m2 x3 h5 yb2 ff3 fs2 fc0 sc0 ls0 ws0">Dada <span class="_10 blank"> </span>a <span class="_10 blank"> </span>linha <span class="_10 blank"> </span>de <span class="_10 blank"> </span>recalq<span class="_2 blank"> </span>ue <span class="_10 blank"> </span>abaixo, <span class="_10 blank"> </span>com<span class="_2 blank"> </span> <span class="_10 blank"> </span>as <span class="_10 blank"> </span>condições <span class="_10 blank"> </span>seguintes, <span class="_10 blank"> </span>calcu<span class="_2 blank"> </span>lar <span class="_10 blank"> </span>a <span class="_10 blank"> </span>perda <span class="_10 blank"> </span>de </div></div><div class="c x5 yb3 w3 h6"><div class="t m2 x3 h5 yb4 ff3 fs2 fc0 sc0 ls0 ws0">carga contínua pela Fórmula de <span class="_4 blank"> </span>Hazen</div></div><div class="c x5 yb5 w3 h6"><div class="t m2 x3 h5 yb6 ff3 fs2 fc0 sc0 ls0 ws0">Expressão Gera<span class="_2 blank"> </span>l e a perda de car<span class="_2 blank"> </span>ga total do sistem<span class="_2 blank"> </span>a.</div></div><div class="t m2 x4 h5 yb7 ff3 fs2 fc0 sc0 ls0 ws0">Dados: </div><div class="t m2 x4 h5 yb8 ff5 fs2 fc0 sc0 ls0 ws6">\u2022<span class="ff3 ws0"> <span class="_12 blank"> </span>Vazão = 10 l/s;<span class="_2 blank"> </span> </span></div><div class="t m2 x4 h5 yb9 ff5 fs2 fc0 sc0 ls0 ws6">\u2022<span class="ff3 ws0"> </span></div><div class="c x5 yba w3 h6"><div class="t m2 x3 h5 ybb ff3 fs2 fc0 sc0 ls0 ws0">Material: Ferro Fu<span class="_2 blank"> </span>ndido Novo.</div></div><div class="t m2 x4 h5 ybc ff5 fs2 fc0 sc0 ls0 ws6">\u2022<span class="ff3 ws0"> </span></div><div class="c x5 ybd w3 h10"><div class="t m2 x3 h5 ybe ff3 fs2 fc0 sc0 ls0 ws0">Diâmetro de R<span class="_2 blank"> </span>ecalque: 100<span class="_2 blank"> </span> mm;</div></div><div class="t m2 x4 h5 ybf ff5 fs2 fc0 sc0 ls0 ws6">\u2022<span class="ff3 ws0"> </span></div><div class="c x5 yc0 w3 h6"><div class="t m2 x3 h5 yc1 ff3 fs2 fc0 sc0 ls0 ws0">Diâmetro de <span class="_2 blank"> </span>Sucção: 150 <span class="_2 blank"> </span>mm;</div></div><div class="t m2 x4 h5 yc2 ff5 fs2 fc0 sc0 ls0 ws6">\u2022<span class="ff3 ws0"> </span></div><div class="c x5 yc3 w3 h6"><div class="t m2 x3 h5 yc4 ff3 fs2 fc0 sc0 ls0 ws0">Compr<span class="_2 blank"> </span>i<span class="_5 blank"></span>mento da t<span class="_2 blank"> </span>ubulação de suc<span class="_2 blank"> </span>ção = 10,0 m<span class="_2 blank"> </span>;</div></div><div class="t m2 x4 h5 yc5 ff5 fs2 fc0 sc0 ls0 ws6">\u2022<span class="ff3 ws0"> </span></div><div class="c x5 yc6 w3 h6"><div class="t m2 x3 h5 yc7 ff3 fs2 fc0 sc0 ls0 ws0">Compr<span class="_2 blank"> </span>i<span class="_5 blank"></span>mento da t<span class="_2 blank"> </span>ubulação de reca<span class="_2 blank"> </span>lque = 80,0 m<span class="_2 blank"> </span>.</div></div><div class="c xc y81 w9 h6"><div class="t m2 x10 h5 y82 ff3 fs2 fc0 sc0 ls0 ws0">Determ<span class="_2 blank"> </span>ine o <span class="_1 blank"> </span>diâmetro <span class="_2 blank"> </span>que <span class="_2 blank"> </span>a <span class="_2 blank"> </span>ad<span class="_2 blank"> </span>utora <span class="_2 blank"> </span>represe<span class="_2 blank"> </span>ntada <span class="_2 blank"> </span>abaixo <span class="_1 blank"> </span>deverá <span class="_2 blank"> </span>ter <span class="_2 blank"> </span>para <span class="_2 blank"> </span>tr<span class="_2 blank"> </span>ansportar <span class="_2 blank"> </span>a </div></div><div class="c xc y83 w42 h6"><div class="t m2 x10 h5 y4a ff3 fs2 fc0 sc0 ls0 ws0">vazão de 25 l/s<span class="_2 blank"> </span> de um res<span class="_2 blank"> </span>ervatório para o outr<span class="_2 blank"> </span>o, sabendo</div></div><div class="t m2 x60 h5 yc8 ff3 fs2 fc0 sc0 ls0">-</div><div class="c x61 y83 w43 h6"><div class="t m2 x3 h5 y4a ff3 fs2 fc0 sc0 ls0 ws0">se que ela<span class="_2 blank"> </span> será construída <span class="_2 blank"> </span>de </div></div><div class="c xc y84 w9 h6"><div class="t m2 x10 h5 y4d ff3 fs2 fc0 sc0 ls0 ws0">PVC <span class="_e blank"> </span>(plástico). <span class="_e blank"> </span>D<span class="_2 blank"> </span>espreze <span class="_e blank"> </span>as<span class="_2 blank"> </span> <span class="_e blank"> </span>perdas <span class="_e blank"> </span>de <span class="_e blank"> </span>cargas<span class="_2 blank"> </span> <span class="_e blank"> </span>localizadas. <span class="_e blank"> </span>A <span class="_f blank"> </span>tubulaçã<span class="_2 blank"> </span>o <span class="_e blank"> </span>tem </div></div><div class="c xc y86 w44 h6"><div class="t m2 x62 h5 y6 ff3 fs2 fc0 sc0 ls0 ws0">mpr<span class="_2 blank"> </span>i<span class="_5 blank"></span>mento d<span class="_2 blank"> </span>e 1.000 m.</div></div><div class="t m2 x63 h5 y85 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="c xc y8a w45 h9"><div class="t m3 x4b h7 y8b ff2 fs3 fc0 sc0 ls0 ws0">D = 150 mm</div></div><div class="t m3 x50 h7 y89 ff2 fs3 fc0 sc0 ls0 ws0">. </div><div class="c xc y8f w9 h6"><div class="t m2 x10 h5 y90 ff3 fs2 fc0 sc0 ls0 ws0">Determ<span class="_2 blank"> </span>ine <span class="_3 blank"> </span>a <span class="_10 blank"> </span>velocidade <span class="_10 blank"> </span>de <span class="_10 blank"> </span>escoam<span class="_2 blank"> </span>ento <span class="_10 blank"> </span>da <span class="_3 blank"> </span>ág<span class="_2 blank"> </span>ua <span class="_3 blank"> </span>e <span class="_10 blank"> </span>o <span class="_10 blank"> </span>diâmetro <span class="_10 blank"> </span>de <span class="_10 blank"> </span>uma <span class="_10 blank"> </span>adutora, <span class="_10 blank"> </span>por </div></div><div class="c xc y91 w9 h6"><div class="t m2 x10 h5 y92 ff3 fs2 fc0 sc0 ls0 ws0">gravidade, <span class="_0 blank"> </span>de <span class="_0 blank"> </span>500 <span class="_1 blank"> </span>m<span class="_2 blank"> </span> <span class="_0 blank"> </span>de <span class="_1 blank"> </span>com<span class="_2 blank"> </span>primento, <span class="_0 blank"> </span>que <span class="_1 blank"> </span>liga <span class="_0 blank"> </span>dois <span class="_0 blank"> </span>reservatór<span class="_2 blank"> </span>ios <span class="_1 blank"> </span>m<span class="_2 blank"> </span>antidos <span class="_0 blank"> </span>em <span class="_0 blank"> </span>níveis </div></div><div class="c xc y93 w46 h6"><div class="t m2 x10 h5 y94 ff3 fs2 fc0 sc0 ls0 ws0">constantes, <span class="_0 blank"> </span>com<span class="_2 blank"> </span> <span class="_0 blank"> </span>diferença <span class="_0 blank"> </span>de <span class="_1 blank"> </span>c<span class="_2 blank"> </span>ontas <span class="_0 blank"> </span>de <span class="_0 blank"> </span>25 <span class="_0 blank"> </span>m, </div></div><div class="c x64 y93 w47 h6"><div class="t m2 x3 h5 y94 ff3 fs2 fc0 sc0 ls0 ws0">para <span class="_0 blank"> </span>transportar <span class="_0 blank"> </span>um<span class="_2 blank"> </span>a <span class="_1 blank"> </span>va<span class="_2 blank"> </span>zão <span class="_0 blank"> </span>de <span class="_0 blank"> </span>30 <span class="_0 blank"> </span>l/s. </div></div><div class="c xc y95 w48 h6"><div class="t m2 x10 h5 y96 ff3 fs2 fc0 sc0 ls0 ws0">Material <span class="_10 blank"> </span>da <span class="_10 blank"> </span>tubul<span class="_2 blank"> </span>ação: <span class="_10 blank"> </span>PVC. <span class="_10 blank"> </span>Resol<span class="_2 blank"> </span>ver <span class="_10 blank"> </span>pela <span class="_10 blank"> </span>Equação<span class="_2 blank"> </span> <span class="_10 blank"> </span>de <span class="_10 blank"> </span>Hazen</div></div><div class="t m2 x46 h5 yc9 ff3 fs2 fc0 sc0 ls0">-</div><div class="c x65 y95 w49 h6"><div class="t m2 x3 h5 y96 ff3 fs2 fc0 sc0 ls0 ws0">W<span class="_2 blank"> </span>illians <span class="_10 blank"> </span>e <span class="_10 blank"> </span>verif<span class="_2 blank"> </span>icar <span class="_10 blank"> </span>o </div></div><div class="c xc y97 w9 h6"><div class="t m2 x10 h5 y98 ff3 fs2 fc0 sc0 ls0 ws0">dimensionam<span class="_2 blank"> </span>ento <span class="_10 blank"> </span>para <span class="_10 blank"> </span>os <span class="_10 blank"> </span>seguintes <span class="_10 blank"> </span>diâm<span class="_2 blank"> </span>etros <span class="_10 blank"> </span>comerciais: <span class="_10 blank"> </span>100 <span class="_10 blank"> </span>mm<span class="_2 blank"> </span>; <span class="_10 blank"> </span>150 <span class="_3 blank"> </span>m<span class="_2 blank"> </span>m <span class="_10 blank"> </span>e <span class="_10 blank"> </span>200 </div></div><div class="c xc y9c w45 h9"><div class="t m3 x4b h7 y9d ff2 fs3 fc0 sc0 ls0 ws0">D = 150 mm</div></div><div class="t m3 x50 h7 y9b ff2 fs3 fc0 sc0 ls0 ws0">. </div><div class="c xc ya1 w3f h6"><div class="t m2 x10 h5 ya2 ff3 fs2 fc0 sc0 ls0 ws0">Determ<span class="_2 blank"> </span>inar a perda <span class="_2 blank"> </span>de carga <span class="_2 blank"> </span>qu</div></div><div class="c x66 ya1 w4a h6"><div class="t m2 x3 h5 ya2 ff3 fs2 fc0 sc0 ls0 ws0">e oc<span class="_2 blank"> </span>orrerá em<span class="_2 blank"> </span> 1 km<span class="_2 blank"> </span> de canali<span class="_2 blank"> </span>zação construída <span class="_2 blank"> </span>de <span class="_2 blank"> </span>Ferro </div></div><div class="c xc ya3 w9 h6"><div class="t m2 x10 h5 ya4 ff3 fs2 fc0 sc0 ls0 ws0">Fundido <span class="_b blank"> </span>(F<span class="_2 blank"> </span>eFo) <span class="_7 blank"> </span>revestido <span class="_b blank"> </span>int<span class="_2 blank"> </span>ernamente <span class="_7 blank"> </span>com <span class="_b blank"> </span>argam<span class="_2 blank"> </span>assa <span class="_b blank"> </span>de <span class="_7 blank"> </span>cimento <span class="_b blank"> </span>e <span class="_7 blank"> </span>areia, <span class="_b blank"> </span>com </div></div><div class="c xc ya5 w9 h6"><div class="t m2 x10 h5 ya6 ff3 fs2 fc0 sc0 ls0 ws0">diâmetro <span class="_11 blank"> </span>de <span class="_10 blank"> </span>20<span class="_2 blank"> </span>0 <span class="_10 blank"> </span>mm<span class="_2 blank"> </span>, <span class="_10 blank"> </span>na <span class="_11 blank"> </span>qua<span class="_2 blank"> </span>l <span class="_10 blank"> </span>escoam<span class="_2 blank"> </span> <span class="_10 blank"> </span>50 <span class="_11 blank"> </span>l/s <span class="_10 blank"> </span>d<span class="_2 blank"> </span>a <span class="_10 blank"> </span>ág<span class="_2 blank"> </span>ua, <span class="_10 blank"> </span>em<span class="_2 blank"> </span> <span class="_10 blank"> </span>r<span class="_2 blank"> </span>egime <span class="_10 blank"> </span>turbulento:<span class="_2 blank"> </span> </div></div><div class="c xc ya8 w4b h6"><div class="t m2 x49 h5 ya9 ff3 fs2 fc0 sc0 ls0 ws0">. Calcule pela Fórm<span class="_2 blank"> </span>ula Univers<span class="_2 blank"> </span>al.</div></div><div class="t m2 x67 h5 ya7 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="c xc yad w4c h9"><div class="t m3 x68 h7 y2b ff2 fs3 fc0 sc0 ls0 ws0">= 15,49 m.</div></div><div class="t m3 x63 h7 yab ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="c xc yb1 w9 h6"><div class="t m2 x10 h5 yb2 ff3 fs2 fc0 sc0 ls0 ws0">Dada <span class="_10 blank"> </span>a <span class="_10 blank"> </span>linha <span class="_10 blank"> </span>de <span class="_10 blank"> </span>recalq<span class="_2 blank"> </span>ue <span class="_10 blank"> </span>abaixo, <span class="_10 blank"> </span>com<span class="_2 blank"> </span> <span class="_10 blank"> </span>as <span class="_10 blank"> </span>condições <span class="_10 blank"> </span>seguintes, <span class="_10 blank"> </span>calcu<span class="_2 blank"> </span>lar <span class="_10 blank"> </span>a <span class="_10 blank"> </span>perda <span class="_10 blank"> </span>de </div></div><div class="c xc yb3 w4d h6"><div class="t m2 x10 h5 yb4 ff3 fs2 fc0 sc0 ls0 ws0">carga contínua pela Fórmula de <span class="_4 blank"> </span>Hazen</div></div><div class="t m2 x45 h5 yca ff3 fs2 fc0 sc0 ls0">-</div><div class="c x4c yb3 w4e h6"><div class="t m2 x3 h5 yb4 ff3 fs2 fc0 sc0 ls0 ws0">W<span class="_2 blank"> </span>illians, a p<span class="_5 blank"></span>erda de carga l<span class="_5 blank"></span>ocalizada<span class="_2 blank"> </span> pel<span class="_5 blank"></span>a </div></div><div class="c xc yb5 w4f h6"><div class="t m2 x10 h5 yb6 ff3 fs2 fc0 sc0 ls0 ws0">Expressão Gera<span class="_2 blank"> </span>l e a perda de car<span class="_2 blank"> </span>ga total do sistem<span class="_2 blank"> </span>a.</div></div><div class="t m2 x69 h5 ycb ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="c xc yba w50 h6"><div class="t m2 x10 h5 ybb ff3 fs2 fc0 sc0 ls0 ws0">Material: Ferro Fu<span class="_2 blank"> </span>ndido Novo.</div></div><div class="t m2 x11 h5 yb9 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="c xc ybd w51 h10"><div class="t m2 x10 h5 ybe ff3 fs2 fc0 sc0 ls0 ws0">Diâmetro de R<span class="_2 blank"> </span>ecalque: 100<span class="_2 blank"> </span> mm;</div></div><div class="t m2 x6a h5 ybc ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="c xc yc0 w52 h6"><div class="t m2 x10 h5 yc1 ff3 fs2 fc0 sc0 ls0 ws0">Diâmetro de <span class="_2 blank"> </span>Sucção: 150 <span class="_2 blank"> </span>mm;</div></div><div class="t m2 x6b h5 ybf ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="c xc yc3 w53 h6"><div class="t m2 x10 h5 yc4 ff3 fs2 fc0 sc0 ls0 ws0">Compr<span class="_2 blank"> </span>i<span class="_5 blank"></span>mento da t<span class="_2 blank"> </span>ubulação de suc<span class="_2 blank"> </span>ção = 10,0 m<span class="_2 blank"> </span>;</div></div><div class="t m2 x6c h5 yc2 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="c xc yc6 w54 h6"><div class="t m2 x10 h5 yc7 ff3 fs2 fc0 sc0 ls0 ws0">Compr<span class="_2 blank"> </span>i<span class="_5 blank"></span>mento da t<span class="_2 blank"> </span>ubulação de reca<span class="_2 blank"> </span>lque = 80,0 m<span class="_2 blank"> </span>.</div></div><div class="t m2 x3b h5 yc5 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m0 x20 h2 y3d ff1 fs0 fc0 sc0 ls0 ws0">3 </div><div class="c x21 y81 w19 h6"><div class="t m2 x22 h5 y82 ff3 fs2 fc0 sc0 ls0 ws0">Determ<span class="_2 blank"> </span>ine o <span class="_1 blank"> </span>diâmetro <span class="_2 blank"> </span>que <span class="_2 blank"> </span>a <span class="_2 blank"> </span>ad<span class="_2 blank"> </span>utora <span class="_2 blank"> </span>represe<span class="_2 blank"> </span>ntada <span class="_2 blank"> </span>abaixo <span class="_1 blank"> </span>deverá <span class="_2 blank"> </span>ter <span class="_2 blank"> </span>para <span class="_2 blank"> </span>tr<span class="_2 blank"> </span>ansportar <span class="_2 blank"> </span>a </div></div><div class="c x21 y83 w19 h6"><div class="t m2 x1f h5 y4a ff3 fs2 fc0 sc0 ls0 ws0">se que ela<span class="_2 blank"> </span> será construída <span class="_2 blank"> </span>de </div></div><div class="c x21 y84 w1b h6"><div class="t m2 x22 h5 y4d ff3 fs2 fc0 sc0 ls0 ws0">PVC <span class="_e blank"> </span>(plástico). <span class="_e blank"> </span>D<span class="_2 blank"> </span>espreze <span class="_e blank"> </span>as<span class="_2 blank"> </span> <span class="_e blank"> </span>perdas <span class="_e blank"> </span>de <span class="_e blank"> </span>cargas<span class="_2 blank"> </span> <span class="_e blank"> </span>localizadas. <span class="_e blank"> </span>A <span class="_f blank"> </span>tubulaçã<span class="_2 blank"> </span>o <span class="_e blank"> </span>tem </div></div><div class="t m2 x6d h5 ycc ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="c x21 y8f w19 h6"><div class="t m2 x22 h5 y90 ff3 fs2 fc0 sc0 ls0 ws0">Determ<span class="_2 blank"> </span>ine <span class="_3 blank"> </span>a <span class="_10 blank"> </span>velocidade <span class="_10 blank"> </span>de <span class="_10 blank"> </span>escoam<span class="_2 blank"> </span>ento <span class="_10 blank"> </span>da <span class="_3 blank"> </span>ág<span class="_2 blank"> </span>ua <span class="_3 blank"> </span>e <span class="_10 blank"> </span>o <span class="_10 blank"> </span>diâmetro <span class="_10 blank"> </span>de <span class="_10 blank"> </span>uma <span class="_10 blank"> </span>adutora, <span class="_10 blank"> </span>por </div></div><div class="c x21 y91 w19 h6"><div class="t m2 x22 h5 y92 ff3 fs2 fc0 sc0 ls0 ws0">gravidade, <span class="_0 blank"> </span>de <span class="_0 blank"> </span>500 <span class="_1 blank"> </span>m<span class="_2 blank"> </span> <span class="_0 blank"> </span>de <span class="_1 blank"> </span>com<span class="_2 blank"> </span>primento, <span class="_0 blank"> </span>que <span class="_1 blank"> </span>liga <span class="_0 blank"> </span>dois <span class="_0 blank"> </span>reservatór<span class="_2 blank"> </span>ios <span class="_1 blank"> </span>m<span class="_2 blank"> </span>antidos <span class="_0 blank"> </span>em <span class="_0 blank"> </span>níveis </div></div><div class="c x21 y93 w19 h6"><div class="t m2 x6e h5 y94 ff3 fs2 fc0 sc0 ls0 ws0">para <span class="_0 blank"> </span>transportar <span class="_0 blank"> </span>um<span class="_2 blank"> </span>a <span class="_1 blank"> </span>va<span class="_2 blank"> </span>zão <span class="_0 blank"> </span>de <span class="_0 blank"> </span>30 <span class="_0 blank"> </span>l/s. </div></div><div class="c x21 y95 w19 h6"><div class="t m2 x6f h5 y96 ff3 fs2 fc0 sc0 ls0 ws0">W<span class="_2 blank"> </span>illians <span class="_10 blank"> </span>e <span class="_10 blank"> </span>verif<span class="_2 blank"> </span>icar <span class="_10 blank"> </span>o </div></div><div class="c x21 y97 w19 h6"><div class="t m2 x22 h5 y98 ff3 fs2 fc0 sc0 ls0 ws0">dimensionam<span class="_2 blank"> </span>ento <span class="_10 blank"> </span>para <span class="_10 blank"> </span>os <span class="_10 blank"> </span>seguintes <span class="_10 blank"> </span>diâm<span class="_2 blank"> </span>etros <span class="_10 blank"> </span>comerciais: <span class="_10 blank"> </span>100 <span class="_10 blank"> </span>mm<span class="_2 blank"> </span>; <span class="_10 blank"> </span>150 <span class="_3 blank"> </span>m<span class="_2 blank"> </span>m <span class="_10 blank"> </span>e <span class="_10 blank"> </span>200 </div></div><div class="c x21 ya1 w1a h6"><div class="t m2 x70 h5 ya2 ff3 fs2 fc0 sc0 ls0 ws0">e oc<span class="_2 blank"> </span>orrerá em<span class="_2 blank"> </span> 1 km<span class="_2 blank"> </span> de canali<span class="_2 blank"> </span>zação construída <span class="_2 blank"> </span>de <span class="_2 blank"> </span>Ferro </div></div><div class="c x21 ya3 w1b h6"><div class="t m2 x22 h5 ya4 ff3 fs2 fc0 sc0 ls0 ws0">Fundido <span class="_b blank"> </span>(F<span class="_2 blank"> </span>eFo) <span class="_7 blank"> </span>revestido <span class="_b blank"> </span>int<span class="_2 blank"> </span>ernamente <span class="_7 blank"> </span>com <span class="_b blank"> </span>argam<span class="_2 blank"> </span>assa <span class="_b blank"> </span>de <span class="_7 blank"> </span>cimento <span class="_b blank"> </span>e <span class="_7 blank"> </span>areia, <span class="_b blank"> </span>com </div></div><div class="c x21 ya5 w40 h6"><div class="t m2 x22 h5 ya6 ff3 fs2 fc0 sc0 ls0 ws0">diâmetro <span class="_11 blank"> </span>de <span class="_10 blank"> </span>20<span class="_2 blank"> </span>0 <span class="_10 blank"> </span>mm<span class="_2 blank"> </span>, <span class="_10 blank"> </span>na <span class="_11 blank"> </span>qua<span class="_2 blank"> </span>l <span class="_10 blank"> </span>escoam<span class="_2 blank"> </span> <span class="_10 blank"> </span>50 <span class="_11 blank"> </span>l/s <span class="_10 blank"> </span>d<span class="_2 blank"> </span>a <span class="_10 blank"> </span>ág<span class="_2 blank"> </span>ua, <span class="_10 blank"> </span>em<span class="_2 blank"> </span> <span class="_10 blank"> </span>r<span class="_2 blank"> </span>egime <span class="_10 blank"> </span>turbulento:<span class="_2 blank"> </span> </div></div><div class="t m2 x71 hf ycd ff4 fs2 fc0 sc0 ls0 ws7">\ue006\ue007 \ue008</div><div class="c x21 yb1 w19 h6"><div class="t m2 x22 h5 yb2 ff3 fs2 fc0 sc0 ls0 ws0">Dada <span class="_10 blank"> </span>a <span class="_10 blank"> </span>linha <span class="_10 blank"> </span>de <span class="_10 blank"> </span>recalq<span class="_2 blank"> </span>ue <span class="_10 blank"> </span>abaixo, <span class="_10 blank"> </span>com<span class="_2 blank"> </span> <span class="_10 blank"> </span>as <span class="_10 blank"> </span>condições <span class="_10 blank"> </span>seguintes, <span class="_10 blank"> </span>calcu<span class="_2 blank"> </span>lar <span class="_10 blank"> </span>a <span class="_10 blank"> </span>perda <span class="_10 blank"> </span>de </div></div><div class="c x21 yb3 w19 h6"><div class="t m2 x72 h5 yb4 ff3 fs2 fc0 sc0 ls0 ws0">W<span class="_2 blank"> </span>illians, a p<span class="_5 blank"></span>erda de carga l<span class="_5 blank"></span>ocalizada<span class="_2 blank"> </span> pel<span class="_5 blank"></span>a </div></div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div> <div id="pf4" class="pf w0 h0" data-page-no="4"><div class="pc pc4 w0 h0"><img fetchpriority="low" loading="lazy" class="bi x1 yce w55 h11" alt="" src="https://files.passeidireto.com/dceeb086-636c-4cd1-a428-dcf8c9942a43/bg4.png"><div class="t m0 x20 h2 y3d ff1 fs0 fc0 sc0 ls0 ws0">4 </div><div class="t m0 x1 h2 y1 ff1 fs0 fc0 sc0 ls0 ws0"> </div><div class="t m2 x4 hf ycf ff5 fs2 fc0 sc0 ls0 ws6">\u2022<span class="ff3 ls3 ws0"> </span><span class="ff4">\ue009</span></div><div class="t m5 x2c h12 yd0 ff4 fs6 fc0 sc0 ls0 ws8">\ue00a\ue00b\ue00c</div><div class="t m2 x5c hf ycf ff4 fs2 fc0 sc0 ls0 ws9">\ue008<span class="_b blank"> </span>\ue001\ue003\ue00d\ue00d\ue00d\ue00e\ue00f\ue010\ue011 \ue012\ue013</div><div class="t m5 x73 h12 yd1 ff4 fs6 fc0 sc0 ls0">\ue014</div><div class="t m2 xc h5 ycf ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m3 x5 h7 yd2 ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="t m3 x74 h7 yd3 ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="t m3 x5 h7 yd4 ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="t m3 x5 h7 yd5 ff2 fs3 fc0 sc0 ls0 ws0">Resposta: hf</div><div class="t m4 x5e h8 yd6 ff2 fs4 fc0 sc0 ls0 ws5">cont</div><div class="t m3 x5f h7 yd5 ff2 fs3 fc0 sc0 ls0 ws0"> = 1,57 m, hf</div><div class="t m4 x75 h8 yd6 ff2 fs4 fc0 sc0 ls0 ws5">loc</div><div class="t m3 x76 h7 yd5 ff2 fs3 fc0 sc0 ls0 ws0"> = 0,98 m e hf</div><div class="t m4 x45 h8 yd6 ff2 fs4 fc0 sc0 ls0 ws5">total</div><div class="t m3 x77 h7 yd5 ff2 fs3 fc0 sc0 ls0 ws0"> = 2,55 m. </div><div class="t m3 x5 h7 yd7 ff2 fs3 fc0 sc0 ls0 ws0"> </div><div class="t m3 x5 h7 yd8 ff2 fs3 fc0 sc0 ls0 ws0"> <span class="_a blank"> </span> <span class="_13 blank"> </span> </div><div class="t m2 x1 h13 yd9 ff2 fs2 fc0 sc0 ls0 ws0">Fórmulas: </div><div class="t m2 x1 hf yda ff3 fs2 fc0 sc0 ls0 ws0">- Equação da Co<span class="_2 blank"> </span>ntinuidade ou <span class="_2 blank"> </span>Princípio da Conser<span class="_2 blank"> </span>vação da Mass<span class="_2 blank"> </span>a: <span class="ff4">\ue015</span></div><div class="t m5 x78 h12 ydb ff4 fs6 fc0 sc0 ls0">\ue016</div><div class="t m2 x13 hf yda ff4 fs2 fc0 sc0 ls0 wsa">\ue008 \ue015</div><div class="t m5 x79 h12 ydb ff4 fs6 fc0 sc0 ls0 ws8">\ue00b\ue00e\ue017\ue00e</div><div class="t m2 x21 hf yda ff4 fs2 fc0 sc0 ls0">\ue018</div><div class="t m5 x7a h12 ydb ff4 fs6 fc0 sc0 ls0">\ue016</div><div class="t m2 x7b hf yda ff4 fs2 fc0 sc0 ls0 wsb">\ue003 \ue019</div><div class="t m5 x7c h12 ydb ff4 fs6 fc0 sc0 ls0">\ue016</div><div class="t m2 x7d hf yda ff4 fs2 fc0 sc0 ls0 wsc">\ue008 \ue00e \ue018</div><div class="t m5 x7e h12 ydb ff4 fs6 fc0 sc0 ls0">\ue00b</div><div class="t m2 x7f hf yda ff4 fs2 fc0 sc0 ls0 wsb">\ue003 \ue019</div><div class="t m5 x6d h12 ydb ff4 fs6 fc0 sc0 ls0">\ue00b</div><div class="t m2 x80 h5 yda ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m2 x1 hf ydc ff3 fs2 fc0 sc0 ls0 ws0">- Equação de <span class="_2 blank"> </span>Bernoulli: <span class="ff4">\ue01a</span></div><div class="t m5 x81 h12 ydd ff4 fs6 fc0 sc0 ls0">\ue016</div><div class="t m2 x82 hf ydc ff4 fs2 fc0 sc0 ls0 wsd">\ue01b \ue00e</div><div class="t m5 xc h12 yde ff4 fs6 fc0 sc0 ls0">\ue01c</div><div class="t m4 x83 h14 ydf ff4 fs4 fc0 sc0 ls0">\ue01d</div><div class="t m5 x50 h12 ye0 ff4 fs6 fc0 sc0 ls0">\ue01e</div><div class="t m2 x84 hf ydc ff4 fs2 fc0 sc0 ls0">\ue01b</div><div class="t m5 x85 h12 yde ff4 fs6 fc0 sc0 ls0">\ue01f</div><div class="t m4 x75 h14 y1f ff4 fs4 fc0 sc0 ls0">\ue01d</div><div class="t m4 x86 h14 ye1 ff4 fs4 fc0 sc0 ls0 ws0"> </div><div class="t m5 x85 h12 ye0 ff4 fs6 fc0 sc0 ls0 ws8">\ue00b\ue003!</div><div class="t m2 x76 hf ydc ff4 fs2 fc0 sc0 ls0 wsa">\ue008 "</div><div class="t m5 x66 h12 ydd ff4 fs6 fc0 sc0 ls0">\ue00b</div><div class="t m2 x87 hf ydc ff4 fs2 fc0 sc0 ls0">\ue01b</div><div class="t m5 x15 h12 yde ff4 fs6 fc0 sc0 ls0">\ue01c</div><div class="t m4 x88 h14 ydf ff4 fs4 fc0 sc0 ls0 ws0"> </div><div class="t m5 x89 h12 ye0 ff4 fs6 fc0 sc0 ls0">\ue01e</div><div class="t m2 x8a hf ydc ff4 fs2 fc0 sc0 ls0">\ue01b</div><div class="t m5 x8b h12 yde ff4 fs6 fc0 sc0 ls0">\ue01f</div><div class="t m4 x45 h14 y1f ff4 fs4 fc0 sc0 ls0 ws0"> </div><div class="t m4 x45 h14 ye1 ff4 fs4 fc0 sc0 ls0 ws0"> </div><div class="t m5 x8b h12 ye0 ff4 fs6 fc0 sc0 ls0 ws8">\ue00b\ue003!</div><div class="t m2 x8c hf ydc ff4 fs2 fc0 sc0 ls0 wse">\ue01b #\ue011</div><div class="t m5 x41 h12 ydd ff4 fs6 fc0 sc0 ls0 ws8">\ue016$\ue00b</div><div class="t m2 x3c h5 ydc ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m2 x1 hf ye2 ff3 fs2 fc0 sc0 ls0 ws0">- Área da Circ<span class="_2 blank"> </span>unferência: <span class="ff4 wsf">\ue019 \ue008</span></div><div class="t m5 x37 h12 ye3 ff4 fs6 fc0 sc0 ls0 ws8">%\ue00e\ue003&</div><div class="t m4 x8d h14 ye4 ff4 fs4 fc0 sc0 ls0 ws0"> </div><div class="t m5 xf h12 ye5 ff4 fs6 fc0 sc0 ls0">'</div><div class="t m2 x63 h5 ye2 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m2 x1 hf ye6 ff3 fs2 fc0 sc0 ls0 ws0">- Fórmula Univ<span class="_2 blank"> </span>ersal das Pe<span class="_2 blank"> </span>rdas de Carga: <span class="ff4 ws10">#\ue011</span></div><div class="t m5 x88 h12 ye7 ff4 fs6 fc0 sc0 ls0 ws8">(\ue00c)*</div><div class="t m2 x45 hf ye6 ff4 fs2 fc0 sc0 ls0">\ue008</div><div class="t m5 x8e h12 ye8 ff4 fs6 fc0 sc0 ls0 ws11">+,- , \ue01f</div><div class="t m4 x6c h14 ye9 ff4 fs4 fc0 sc0 ls0 ws0"> </div><div class="t m5 x77 h12 yea ff4 fs6 fc0 sc0 ls0 ws12">\ue00b,!,&</div><div class="t m2 x64 hf ye6 ff3 fs2 fc0 sc0 ls0 ws0">, onde: <span class="ff4 ws13">\ue011<span class="_b blank"> </span>\ue008 \ue00e</span></div><div class="t m5 x46 h12 ye8 ff4 fs6 fc0 sc0 ls4 ws14">\ue016.\ue014\ue00b/</div><div class="t m5 x8f h12 yeb ff4 fs6 fc0 sc0 ls0 ws15">0123</div><div class="t m4 x38 h14 yec ff4 fs4 fc0 sc0 ls0 ws16">4\ue0125</div><div class="t m4 x90 h14 yed ff4 fs4 fc0 sc0 ls0 ws17">6.7</div><div class="t m5 x17 h12 yeb ff4 fs6 fc0 sc0 ls0">8</div><div class="t m4 x91 h14 yec ff4 fs4 fc0 sc0 ls0 ws16">9.7:</div><div class="t m4 x92 h15 yee ff4 fs4 fc0 sc0 ls0 ws16">;4<span class="v1"><.=</span></div><div class="t m5 x93 h12 yeb ff4 fs6 fc0 sc0 ls0 ws8">>?</div><div class="t m4 x94 h14 yef ff4 fs4 fc0 sc0 ls0 ws0"> </div><div class="t m2 x95 h5 ye6 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m2 x1 hf yf0 ff3 fs2 fc0 sc0 ls0 ws0">- Fórmula de Ha<span class="_2 blank"> </span>zen-W<span class="_2 blank"> </span>illi<span class="_5 blank"></span>ans<span class="_2 blank"> </span>: <span class="ff4 ws10">#\ue011</span></div><div class="t m5 x84 h12 yf1 ff4 fs6 fc0 sc0 ls0 ws8">(\ue00c)*</div><div class="t m2 x76 hf yf0 ff4 fs2 fc0 sc0 ls0 ws18">\ue008<span class="_14 blank"> </span>@<span class="_11 blank"> </span>,<span class="_4 blank"> </span>A <span class="ff3 ws0">, onde </span><span class="ws13">@<span class="_b blank"> </span>\ue008 \ue00e</span></div><div class="t m5 x43 h12 yf2 ff4 fs6 fc0 sc0 ls4 ws14">\ue016B.C'</div><div class="t m5 x43 h12 yf3 ff4 fs6 fc0 sc0 ls0">(</div><div class="t m4 x96 h14 yf4 ff4 fs4 fc0 sc0 ls0 ws16">\ue01d.D9</div><div class="t m2 x3c hf yf0 ff4 fs2 fc0 sc0 ls0">,</div><div class="t m5 x97 h12 yf2 ff4 fs6 fc0 sc0 ls0">E</div><div class="t m4 x98 h14 yf5 ff4 fs4 fc0 sc0 ls0 ws16">\ue01d.D9</div><div class="t m5 x97 h12 yf3 ff4 fs6 fc0 sc0 ls0">&</div><div class="t m4 x98 h14 yf4 ff4 fs4 fc0 sc0 ls0 ws16">:.D7</div><div class="t m2 x99 h5 yf0 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m2 x1 hf yf6 ff3 fs2 fc0 sc0 ls0 ws0">- Expressão Ger<span class="_2 blank"> </span>al das Perdas<span class="_2 blank"> </span> de Cargas Local<span class="_2 blank"> </span>izadas: <span class="ff4 ws10">#\ue011</span></div><div class="t m5 x9a h12 yf7 ff4 fs6 fc0 sc0 ls0 ws8">-\ue00c(</div><div class="t m2 x98 h16 yf6 ff4 fs2 fc0 sc0 ls5">\ue008<span class="ls6 v2">F</span><span class="ls0 ws19">G<span class="_4 blank"> </span>, H<span class="_4 blank"> </span>,</span></div><div class="t m5 x4f h12 yf8 ff4 fs6 fc0 sc0 ls0">\ue01f</div><div class="t m4 x90 h14 yf9 ff4 fs4 fc0 sc0 ls0 ws0"> </div><div class="t m5 x4f h12 yfa ff4 fs6 fc0 sc0 ls0 ws8">\ue00b,!</div><div class="t m2 x46 h5 yf6 ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m2 x1 hf yfb ff3 fs2 fc0 sc0 ls0 ws0">- Método dos Com<span class="_2 blank"> </span>prim<span class="_2 blank"> </span>entos Virtuais: <span class="ff4 ws10">#\ue011</span></div><div class="t m5 x66 h12 yfc ff4 fs6 fc0 sc0 ls0 ws8">-\ue00c(</div><div class="t m2 x9b h16 yfb ff4 fs2 fc0 sc0 ls5">\ue008<span class="ls6 v2">F</span><span class="ls0 ws19">AI<span class="_4 blank"> </span>, H , @<span class="_2 blank"> </span><span class="ff3 ws0"> </span></span></div><div class="t m2 x1 hf yfd ff3 fs2 fc0 sc0 ls0 ws0">- Aceleração d<span class="_2 blank"> </span>a gravidade: <span class="ff4 ws1a">\ue010<span class="_b blank"> </span>\ue008<span class="_14 blank"> </span>J.\ue004\ue001 \ue00e\ue013 \ue012K</span></div><div class="t m5 x6a h12 yfe ff4 fs6 fc0 sc0 ls0">\ue00b</div><div class="t m2 x87 h5 yfd ff3 fs2 fc0 sc0 ls0 ws0"> </div><div class="t m0 x1 h2 yff ff1 fs0 fc0 sc0 ls0 ws0"> </div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div>
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