HOOGHOUDTTABLAN iteraciond EstimadoL Estimadod CalculadoL Calculado1127.68882.398041.7768ITERAR22.398041.77682.584343.3094ITERAR32.584343.30942.598443.4227ITERAR42.598443.42272.599443.4308ITERAR52.599443.43082.599443.4314ITERAR62.599443.43142.599543.4314OK72.599543.43142.599543.4314OK82.599543.43142.599543.4314OK92.599543.43142.599543.4314OK102.599543.43142.599543.4314OK112.599543.43142.599543.4314OK122.599543.43142.599543.4314OK132.599543.43142.599543.4314OK142.599543.43142.599543.4314OK152.599543.43142.599543.4314OK162.599543.43142.599543.4314OK172.599543.43142.599543.4314OK182.599543.43142.599543.4314OK191.9938.20562.548043.0145

GLOVER - DUMMDISTANCIA ENTRE DRENES DATOSK (m/dia)=0.8t (dia)=5 (%)5NFi (m)=0.5NFf (m)=1PID (m)=1.8PCI (m)=6.8Y=r (m)=0.1
Rey Francisco villafuerte calvo: EDITAR:se edita el dato despues de haber calculado

Do (m)=5.1P (m)=0.31416
Rey Francisco villafuerte calvo: EDITAR:se tiene que editar la formula ya sea:para zanja: P=b+2Y(1+Z2)0.5para tuberia:puede ser P=PI()*r o P =PI()*r + b , esto es de acuerdo si va ver una zanjadora o no para la ubicacin de la tuberia.

ho (m)=1.2hf (m)=0.7TABLAN iteraciond EstimadoL Estimadod CalculadoL Calculado1141.16054.491075.5243ITERAR24.491075.52434.749077.4617ITERAR34.749077.46174.757277.5223ITERAR44.757277.52234.757477.5242ITERAR54.757477.52424.757577.5243ITERAR64.757577.52434.757577.5243OK74.757577.52434.757577.5243OK84.757577.52434.757577.5243OK94.757577.52434.757577.5243OK104.757577.52434.757577.5243OK114.757577.52434.757577.5243OK124.757577.52434.757577.5243OK134.757577.52434.757577.5243OK144.757577.52434.757577.5243OK154.757577.52434.757577.5243OK164.757577.52434.757577.5243OK174.757577.52434.757577.5243OK184.757577.52434.757577.5243OK194.757577.52434.757577.5243