Exn diferencial cilindro

pared plana1234n1.31383771654.03356779036.90959579549.8927525651Bi5-0.000000-0ntann - Bi=0An1.240249309-0.34421495840.1587752957-0.0876279662X (x/L)=1Bi=5hc=5. W/m2K = (at/L2)=0.2L=1 mk=1. W/mKn=0.22317686750.00834714780.00000917230.0000000002 =0.23153318780.5-0.2684668122a =0.5cp=1. J/kgCr =2 kg/m3t=2 s=10.70710678120.50.5784687894T=2000.5Ti=100Fo=1T=400L=1 m =0.66670.75051492340.06641938540.01347119550.0039955701Q/Qo=0.834401Bi2.Fo =25Bi=5Fo=1

n --> X--> =0.2= FoI.Q.HRangelJ

esfera4.31234n3.07602552076.15259850759.230239853612.3094204258Bi47.84689-0.0000-0.0000-0.00000.00001-ncotn - Bi=0An1.9958815644-1.9836742911.9638079299-1.9369535338X (r/r0)=1.00E-17Bi=47.8468899522hc=1200. W/m2K-0.2084161539r=0.025 m0.2084161539k=0.627n=0-00-0 =-00.2778-0.2777777778a =0.0000001(m2/s)cp=4203.5472r =999.9 kg/m3t=873.18 s00.2084161539T0=70T1=5Fo=0.2084161539T=95L=0 m =0.27780.00123175210.00491872820.01103575610.0195397785Q/Qo=0.036726Bi2.Fo =477.1322861093Bi=47.8468899522Fo=0.2084161539

n-->EJEMPLO 4.3 ESFERA

cilindro4.51234EJEJMPLO 4.5 CILINDROn0.97067728673.96854605757.091571219610.2260672335Bi0.536991275-0.0000-0.00000.00000.0000nJ1(n)/J0(n) - Bi=0An1.1218433143-0.16781870840.0709562811-0.0410730551X (r/r0)=0.00Bi=0.5369127517hc=80. W/m2K55.5753151/Bi=1.862500ro=0.10 mk=14.9n=000 =00.1-0.1a =0.00039540(m2/s)cp=4.77r =7,900 kg/m3t=2,700 s106.7590160019T=x1Ti=600Fo=10675.9016001911T=200L=0 m =-0.500000.63428422420.9999998950.99999943740.9999975651Q/Qo=3.634281Bi2.Fo =3077.5987676782Bi=0.5369127517Fo=10675.9016001911

n

MBD00012EDD.unknown