Lista Canais Equações e Energia

Lista Canais Equações\n\n1 = 0,001 m/m\nalvenaria pedra bruta\nm = 0,46\ny1 = 1\ny2 = 0.5\nQv/Q2 = ?\n\nFigura 2\n\nb2 = 3\nA = (3,5 + 3) * 0,5 = 1,625 m²\nRh = 0,38\n\ny2 = 0.5\nPm = 0,15 + 3 + √(0,15² + 0,15²) = 4,20 m\n\n- Por Bazin:\nC = 87 / (1 + 0,46 / √0,38) = 50\n\nQ2 = 50 * 1,625 * √(0,38 / 0,001)\nQ2 = 1,58 m³/s Figura 1\n\nb1 = 3\nA = (4 + 3) * 1 / 2 = 3,5 m²\nRh = 0,68\n\ny1 = 1\nPm = 1 + 3 + √(1² + 1²) = 5,41 m\n\n- Por Bazin:\nC = 87 / (1 + 0,46 / 0,64) = 55,39\n\nQ1 = 55,34 * 3,5 * √(0,69 / 0,001)\nQ1 = 4,90 m³/s\n\nQ1 = 3,110\nQ2 lançote a cálculo ordinário\n\n1 = 0,0004 m/m\ny = 1,9 m\nQ = ?\nn = 0,014\n\nb2 = 13,8\nA = (13,8 + 10) * 1,9 = 22,61 m²\nRh = 1/47\n\nb = 10\ny = 1,9 m\nQ = 2,261 * 1,147 / 0,0006\n\nQ = 41,77 m³/s B = 18 m\nb = 10 m\ny = 4 m\nl = 0,0001 m/m\nQ = 123 m³/s\nn = ?\nm = ?\nA = (18+10).4 = 56 m²\nPm = 2.√24,42 + 10 = 21,31\nRh = 2,62\nC = 1,23 = 67,7 s\nn = 2,62√6 = 0,107 / 67175\nm = 0,146\nn = 0,017 -> alvenaria de pedras retangulares\nm = 0,146 -> alvenaria de pedras brutos\n A = 0,00 m²\nl = 0,0001 m/m\nm = 0,130\nv = 2 m\nβ = 100 m\nRh = 1,92\nC = 87 = 71151\nQ = 71151.200.√1,92.0,0001\nQ = 198,17 m³/s\n A = 2b + 5\nPm = b + 6,40\nQ = 70 m³/s\nm = 0,3\nv = 2 m\nv = 2,15m/s\nRh = A / Pm\nPm = 28 - 5 = 11,5\nPm = 17,90\nC = 87 = 43,51\n1 = (V / C)².1 / Rh\nV = C.√Rh.1\nl = 0,000812 m/m\nA = 28 m²\n l=1,12m\nl=0,0004m/m\ny=0,6m\nn=0,015\nQ=?\nA=0,72m²\nPm=1,12+0,6+0,6=2,4m\nRh=0,3\nC=0,3^(1/6)=54,54\nQ=54,54.0,72.(0,3.0,0004)\nQ=0,43 m³/s l=0,14m\nl=1,2m\ny=0,6m\na=0,0004m\nRh=0,3\nC=51,98\nn=0,3/51,98\nn=0,0157 C=100\nA= 1,83. 0,91 = 1,66 53 m²\nPm= 2,0 91 + 1,83 3,65\nRh= 0,45\n\nQ= 120. 1,6653.√(0,46. 0,0009)\nQ= 4,106 m³/s\n\n(2,03 m³/s) p/ cada tubo\n\nA= π. r²\nP= 2.π. r\nRh= √(r. k / 2π r)\n\n(2,03= 100.π. r²)\n√(r/2.0,0009)\n\nr.0,00045=(0,006s)(r√)\n\nrS=0,092\nr= 5(0,092)\nr= 0,62\n\nD= 1,94 m