Hoja1contraccion brusca

calculo de la longitud del tramocalculo de perdidas menoresTramoLongitud (m)Diametro (m)RefitfTipoKmhm11000.151487863910.02232529170.0223252917entrada0.50.0326427092118.58892210830.1251785436700.02342052050.0234205205cont brusca0.1750.011424948231.41107789170.12231795870.02487425540.0248742554cont brusca0.220.0297826854salida10.3305074288Q (m3/s)0.02Shm0.4043577714e (m)0.00025u (m2/s)0.000001141Dz (m)4.5calculo de perdidas por friccion

Jorge Yesid Sarmiento SarmientoAndres Felipe Pineda FuquenTramofhf2136332213862510.02232529170.971677334920.02342052053.007958399630.02487425540.1160064941PuntoLEA04.5B04.467357291C1003.4956799561D1003.3206799561E218.58892210830.3127215565F218.58892210830.0927215565G220-0.0232849376H220-1.0232849376