n=12, Canal sobre Tubeira Cossenoidal Simétrica com Câmara (PAREDE 1.0) Dia = (23/5/2006) Hora = 15:57:34 comprimento dos volumes de controle 5.000000000000000E-02 = mínimo (m) 6.781984917211109E-02 = médio (m) 8.660254037844395E-02 = máximo (m) 1.732050807568879E+00 = máximo / mínimo 6.781984917211109E-01 = l_canal, comprimento total do escoamento ao longo dos canais (m) 1.356396983442222E+00 = l_canal / comprimento da câmara-tubeira 1.356396983442222E+00 = s_aleta, área total de troca de calor das aletas (m2) 7.201441588592176E-01 = s_base, área total de troca de calor na base dos canais (m2) 2.076541142301439E+00 = s_canal, s_aleta + s_base (m2) 9.150812127784840E-01 = s_tubeira, área total de troca de calor na parede da tubeira (m2) 6.532001489452414E-01 = s_aleta/s_canal 3.467998510547587E-01 = s_base/s_canal 4.406756958180446E-01 = s_tubeira/s_canal *** raio da tubeira *** (faces ) ponto x (m) raio (m) 1 0.000000000000000E+00 3.000000000000000E-01 2 5.000000000000000E-02 3.000000000000000E-01 3 1.000000000000000E-01 3.000000000000000E-01 4 1.500000000000000E-01 2.707106781186547E-01 5 2.000000000000000E-01 2.000000000000000E-01 6 2.500000000000000E-01 1.292893218813453E-01 7 3.000000000000000E-01 1.000000000000000E-01 8 3.500000000000000E-01 1.292893218813452E-01 9 4.000000000000000E-01 2.000000000000000E-01 10 4.500000000000001E-01 2.707106781186548E-01 11 5.000000000000000E-01 3.000000000000000E-01 1.000000000000000E-01 = mínimo 3.000000000000000E-01 = X (m) 3.000000000000000E-01 = máximo 5.000000000000000E-01 = X (m) *** espessura entre tubeira e canal *** (faces) ponto x (m) espessura (m) 1 0.000000000000000E+00 2.000000000000000E-03 2 5.000000000000000E-02 2.000000000000000E-03 3 1.000000000000000E-01 2.000000000000000E-03 4 1.500000000000000E-01 2.000000000000000E-03 5 2.000000000000000E-01 2.000000000000000E-03 6 2.500000000000000E-01 2.000000000000000E-03 7 3.000000000000000E-01 2.000000000000000E-03 8 3.500000000000000E-01 2.000000000000000E-03 9 4.000000000000000E-01 2.000000000000000E-03 10 4.500000000000001E-01 2.000000000000000E-03 11 5.000000000000000E-01 2.000000000000000E-03 2.000000000000000E-03 = mínimo 5.000000000000000E-01 = X (m) 2.000000000000000E-03 = máximo 5.000000000000000E-01 = X (m) *** espessura entre tubeira e canal *** (nós) ponto x (m) espessura (m) 2 2.500000000000000E-02 2.000000000000000E-03 3 7.500000000000001E-02 2.000000000000000E-03 4 1.250000000000000E-01 2.000000000000000E-03 5 1.750000000000000E-01 2.000000000000000E-03 6 2.250000000000000E-01 2.000000000000000E-03 7 2.750000000000000E-01 2.000000000000000E-03 8 3.250000000000000E-01 2.000000000000000E-03 9 3.750000000000000E-01 2.000000000000000E-03 10 4.250000000000000E-01 2.000000000000000E-03 11 4.750000000000000E-01 2.000000000000000E-03 2.000000000000000E-03 = mínimo 4.750000000000000E-01 = X (m) 2.000000000000000E-03 = máximo 4.750000000000000E-01 = X (m) *** altura do canal *** (faces) ponto x (m) altura (m) 1 0.000000000000000E+00 5.000000000000000E-03 2 5.000000000000000E-02 5.000000000000000E-03 3 1.000000000000000E-01 5.000000000000000E-03 4 1.500000000000000E-01 5.000000000000000E-03 5 2.000000000000000E-01 5.000000000000000E-03 6 2.500000000000000E-01 5.000000000000000E-03 7 3.000000000000000E-01 5.000000000000000E-03 8 3.500000000000000E-01 5.000000000000000E-03 9 4.000000000000000E-01 5.000000000000000E-03 10 4.500000000000001E-01 5.000000000000000E-03 11 5.000000000000000E-01 5.000000000000000E-03 5.000000000000000E-03 = mínimo 5.000000000000000E-01 = X (m) 5.000000000000000E-03 = máximo 5.000000000000000E-01 = X (m) *** altura do canal *** (nós) ponto x (m) altura (m) 2 2.500000000000000E-02 5.000000000000000E-03 3 7.500000000000001E-02 5.000000000000000E-03 4 1.250000000000000E-01 5.000000000000000E-03 5 1.750000000000000E-01 5.000000000000000E-03 6 2.250000000000000E-01 5.000000000000000E-03 7 2.750000000000000E-01 5.000000000000000E-03 8 3.250000000000000E-01 5.000000000000000E-03 9 3.750000000000000E-01 5.000000000000000E-03 10 4.250000000000000E-01 5.000000000000000E-03 11 4.750000000000000E-01 5.000000000000000E-03 5.000000000000000E-03 = mínimo 4.750000000000000E-01 = X (m) 5.000000000000000E-03 = máximo 4.750000000000000E-01 = X (m) *** espessura das aletas do canal *** (faces) ponto x (m) espessura (m) 1 0.000000000000000E+00 1.500000000000000E-03 2 5.000000000000000E-02 1.500000000000000E-03 3 1.000000000000000E-01 1.500000000000000E-03 4 1.500000000000000E-01 1.500000000000000E-03 5 2.000000000000000E-01 1.500000000000000E-03 6 2.500000000000000E-01 1.500000000000000E-03 7 3.000000000000000E-01 1.500000000000000E-03 8 3.500000000000000E-01 1.500000000000000E-03 9 4.000000000000000E-01 1.500000000000000E-03 10 4.500000000000001E-01 1.500000000000000E-03 11 5.000000000000000E-01 1.500000000000000E-03 1.500000000000000E-03 = mínimo 5.000000000000000E-01 = X (m) 1.500000000000000E-03 = máximo 5.000000000000000E-01 = X (m) *** espessura das aletas do canal *** (nós) ponto x (m) espessura (m) 2 2.500000000000000E-02 1.500000000000000E-03 3 7.500000000000001E-02 1.500000000000000E-03 4 1.250000000000000E-01 1.500000000000000E-03 5 1.750000000000000E-01 1.500000000000000E-03 6 2.250000000000000E-01 1.500000000000000E-03 7 2.750000000000000E-01 1.500000000000000E-03 8 3.250000000000000E-01 1.500000000000000E-03 9 3.750000000000000E-01 1.500000000000000E-03 10 4.250000000000000E-01 1.500000000000000E-03 11 4.750000000000000E-01 1.500000000000000E-03 1.500000000000000E-03 = mínimo 4.750000000000000E-01 = X (m) 1.500000000000000E-03 = máximo 4.750000000000000E-01 = X (m) *** largura média do canal *** (faces) ponto x (m) largura (m) 1 0.000000000000000E+00 8.066149630180939E-03 2 5.000000000000000E-02 8.066149630180939E-03 3 1.000000000000000E-01 8.066149630180939E-03 4 1.500000000000000E-01 7.145998445670319E-03 5 2.000000000000000E-01 4.924556976591121E-03 6 2.500000000000000E-01 2.703115507511946E-03 7 3.000000000000000E-01 1.782964323001336E-03 8 3.500000000000000E-01 2.703115507511946E-03 9 4.000000000000000E-01 4.924556976591121E-03 10 4.500000000000001E-01 7.145998445670319E-03 11 5.000000000000000E-01 8.066149630180939E-03 1.782964323001336E-03 = mínimo 3.000000000000000E-01 = X (m) 8.066149630180939E-03 = máximo 5.000000000000000E-01 = X (m) *** altura / largura média do canal *** (faces) ponto x (m) razão 1 0.000000000000000E+00 6.198744418640100E-01 2 5.000000000000000E-02 6.198744418640100E-01 3 1.000000000000000E-01 6.198744418640100E-01 4 1.500000000000000E-01 6.996922876507823E-01 5 2.000000000000000E-01 1.015319758461015E+00 6 2.500000000000000E-01 1.849717478259816E+00 7 3.000000000000000E-01 2.804318592075525E+00 8 3.500000000000000E-01 1.849717478259816E+00 9 4.000000000000000E-01 1.015319758461015E+00 10 4.500000000000001E-01 6.996922876507823E-01 11 5.000000000000000E-01 6.198744418640100E-01 6.198744418640100E-01 = mínimo 5.000000000000000E-01 = X (m) 2.804318592075525E+00 = máximo 3.000000000000000E-01 = X (m) *** comprimento médio do escoamento *** (faces) ponto x (m) comprimento (m) 1 0.000000000000000E+00 0.000000000000000E+00 2 5.000000000000000E-02 5.000000000000000E-02 3 1.000000000000000E-01 1.000000000000000E-01 4 1.500000000000000E-01 1.579470825518339E-01 5 2.000000000000000E-01 2.445496229302777E-01 6 2.500000000000000E-01 3.311521633087216E-01 7 3.000000000000000E-01 3.890992458605555E-01 8 3.500000000000000E-01 4.470463284123893E-01 9 4.000000000000000E-01 5.336488687908332E-01 10 4.500000000000001E-01 6.202514091692771E-01 11 5.000000000000000E-01 6.781984917211109E-01 0.000000000000000E+00 = mínimo 0.000000000000000E+00 = X (m) 6.781984917211109E-01 = máximo 5.000000000000000E-01 = X (m) *** diâmetro hidráulico do escoamento *** (faces) ponto x (m) diâmetro (m) 1 0.000000000000000E+00 6.173317969319199E-03 2 5.000000000000000E-02 6.173317969319199E-03 3 1.000000000000000E-01 6.173317969319199E-03 4 1.500000000000000E-01 5.883417882551806E-03 5 2.000000000000000E-01 4.961991742509602E-03 6 2.500000000000000E-01 3.509119790396385E-03 7 3.000000000000000E-01 2.628591627638707E-03 8 3.500000000000000E-01 3.509119790396385E-03 9 4.000000000000000E-01 4.961991742509602E-03 10 4.500000000000001E-01 5.883417882551806E-03 11 5.000000000000000E-01 6.173317969319199E-03 2.628591627638707E-03 = mínimo 3.000000000000000E-01 = X (m) 6.173317969319199E-03 = máximo 5.000000000000000E-01 = X (m) *** diâmetro hidráulico do escoamento *** (nós) ponto x (m) diâmetro (m) 2 2.500000000000000E-02 6.173317969319199E-03 3 7.500000000000001E-02 6.173317969319199E-03 4 1.250000000000000E-01 6.028367925935503E-03 5 1.750000000000000E-01 5.422704812530705E-03 6 2.250000000000000E-01 4.235555766452993E-03 7 2.750000000000000E-01 3.068855709017546E-03 8 3.250000000000000E-01 3.068855709017546E-03 9 3.750000000000000E-01 4.235555766452993E-03 10 4.250000000000000E-01 5.422704812530705E-03 11 4.750000000000000E-01 6.028367925935503E-03 3.068855709017546E-03 = mínimo 3.250000000000000E-01 = X (m) 6.173317969319199E-03 = máximo 7.500000000000001E-02 = X (m) *** área da seção transversal do canal *** (faces) ponto x (m) área (m2) 1 0.000000000000000E+00 4.033074815090469E-05 2 5.000000000000000E-02 4.033074815090469E-05 3 1.000000000000000E-01 4.033074815090469E-05 4 1.500000000000000E-01 3.572999222835160E-05 5 2.000000000000000E-01 2.462278488295560E-05 6 2.500000000000000E-01 1.351557753755973E-05 7 3.000000000000000E-01 8.914821615006681E-06 8 3.500000000000000E-01 1.351557753755973E-05 9 4.000000000000000E-01 2.462278488295560E-05 10 4.500000000000001E-01 3.572999222835160E-05 11 5.000000000000000E-01 4.033074815090469E-05 8.914821615006681E-06 = mínimo 3.000000000000000E-01 = X (m) 4.033074815090469E-05 = máximo 5.000000000000000E-01 = X (m) *** área da seção transversal do canal *** (nós) ponto x (m) área (m2) 2 2.500000000000000E-02 4.033074815090469E-05 3 7.500000000000001E-02 4.033074815090469E-05 4 1.250000000000000E-01 3.803037018962814E-05 5 1.750000000000000E-01 3.017638855565360E-05 6 2.250000000000000E-01 1.906918121025767E-05 7 2.750000000000000E-01 1.121519957628321E-05 8 3.250000000000000E-01 1.121519957628321E-05 9 3.750000000000000E-01 1.906918121025767E-05 10 4.250000000000000E-01 3.017638855565360E-05 11 4.750000000000000E-01 3.803037018962814E-05 1.121519957628321E-05 = mínimo 3.250000000000000E-01 = X (m) 4.033074815090469E-05 = máximo 7.500000000000001E-02 = X (m) *** área molhada das aletas do canal *** (nós) ponto x (m) área (m2) 2 2.500000000000000E-02 5.000000000000000E-04 3 7.500000000000001E-02 5.000000000000000E-04 4 1.250000000000000E-01 5.794708255183389E-04 5 1.750000000000000E-01 8.660254037844384E-04 6 2.250000000000000E-01 8.660254037844387E-04 7 2.750000000000000E-01 5.794708255183389E-04 8 3.250000000000000E-01 5.794708255183378E-04 9 3.750000000000000E-01 8.660254037844389E-04 10 4.250000000000000E-01 8.660254037844395E-04 11 4.750000000000000E-01 5.794708255183378E-04 5.000000000000000E-04 = mínimo 7.500000000000001E-02 = X (m) 8.660254037844395E-04 = máximo 4.250000000000000E-01 = X (m) *** área da base do canal *** (nós) ponto x (m) área (m2) 2 2.500000000000000E-02 3.993804906920588E-04 3 7.500000000000001E-02 3.993804906920588E-04 4 1.250000000000000E-01 4.361986469499911E-04 5 1.750000000000000E-01 5.158686340574419E-04 6 2.250000000000000E-01 3.234861595331625E-04 7 2.750000000000000E-01 1.254264659153899E-04 8 3.250000000000000E-01 1.254264659153896E-04 9 3.750000000000000E-01 3.234861595331623E-04 10 4.250000000000000E-01 5.158686340574426E-04 11 4.750000000000000E-01 4.361986469499904E-04 1.254264659153896E-04 = mínimo 3.250000000000000E-01 = X (m) 5.158686340574426E-04 = máximo 4.250000000000000E-01 = X (m)