Prueba de Infiltracion

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INFILTRACION

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Prueba infiltracion N 01PRUEBA DE INFILTRACIONPROYECTO:PRUEBA DE INFILTRACION N 01HORALECTURASTIEMPOLECTURAS INFILTRADASVELOCIDAD DE INFITRACINENRASELECTURA DE DESENSOPARCIAL (min)ACUMULADO (min)LAMINA PARCIAL (cm)LAMINA ACUMULADA (cm)INSTANTANEO (mm/hr)PROMEDIO (mm/hr)cmHMMEiLi,nttMi,nMi,n95859820000.000.000.000.00959599209.51110.5010.506300.006300.00630.00101601209.52310.5021.003150.004200.00420.00210.001036032012.5257.5028.502250.003420.00342.0078.001056052013.8276.2034.701860.002974.29297.4344.571076072014.2295.8040.501740.002700.00270.0027.431096091715.52114.5045.001350.002454.55245.4524.551011611162131.0046.00300.002123.08212.3133.1510136131713.52153.5049.501050.001980.00198.0014.311015615152172.0051.50600.001817.65181.7616.241017617142193.0054.50900.001721.05172.119.6610196191713.52213.5058.001050.001657.14165.716.39102162116.52230.5058.50150.001526.09152.6113.111023623142253.0061.50900.001476.00147.605.0110256251713.52273.5065.001050.001444.44144.443.16102762716.52290.5065.50150.001355.17135.528.9310296291712.82314.2069.701260.001349.03134.900.61103163116.52330.5070.20150.001276.36127.647.2710336331714.22352.8073.00840.001251.43125.142.49103863816.75400.3073.3036.001099.50109.9515.19104364317155452.0075.30240.001004.00100.409.55104864816.85500.2075.5024.00906.0090.609.80105365315.85551.2076.70144.00836.7383.676.9310586581714.85602.2078.90264.00789.0078.904.7711366316.85650.2079.1024.00730.1573.025.8811866816.55700.5079.6060.00682.2968.234.791113673165751.0080.60120.00644.8064.483.75111867815.25801.8082.40216.00618.0061.802.681123683155852.0084.40240.00595.7659.582.22Luego de obtener los valores de (b, a) despus de la regresin de la grafica obtenidadel cuadro de velocidad de infiltracin versus el tiempo de infiltracin acumulado. Se optuvo:cm/minDonde:A =14.126B =0.4362Calculo de la velocidad de infiltracioncm/minDonde :a =6.1617612b =-0.5638Por tanto el tiempo de infiltracin base donde la velocidad de infiltracin es casi constante es:Tb = -600* b minTb = -600* (-0.5638) min =338.28min =338minTb =5.6hrVib =0.2311541141mm/minVib =13.87mm/hrTIPO DE SUELO EN EL LUGAR DEL PROYECTO:TEXTURA:FRANCO ARCILLO ARENOSOcc = 10 - 13 % suelos arenososcc = hasta mas de 30 % suelos arcillo limosos o arcillososCC =34.8%cc = hasta 100 % para horizontes ricos en humus.PMP =18.9%CLASE TEXTURALPMPArena =2 a 5%Pa =1.16Limo =8a10%Limo arcilloso =15%Suelo turboso =35%CLASE TEXTURALPaArcilla1.1Franco arcilloso1.2Franco limoso1.3Franco1.4Franco arenoso1.5Arena1.6

Convertido a Minutos

Prueba infiltracion N 01

TIEMPO (min)LAMINA INFILT. ACUM (cm)PRUEBA DE INFILTRACION

TIEMPO (min)VELOC. DE INFILT ACUM (mm/hr)PRUEBA DE INFILTRACIN

MBD00035735.unknown

MBD00038AFE.unknown

MBD0002FBD3.unknown