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Y1 (cm) Y2 (cm) Δt (seg)
72 58 65.5
Y1 (cm) Y2 (cm) Δt (seg)
98 82 30
K1 ?
K2 ?
r = 4
H2 = 160
H3 = 300
h1 = 114
h2 = 200
NF = 30
SOLUCION
POZO 1
A NIVEL DEL POZO POR DEBAJO DEL NIVEL FREATICO
H = h1-NF
H = 84
DISTANCIA VERTICAL ENTRE FONDO DE POZO Y CAPA PERMEABLE
S =H3- h1
S = 186
EVALUACION DE CONDICION
S >05H
S = 186
H = 84
S > 0.5H
186 > 42 OK
A1 CALCULO DEL COEFICIENTE C, UTILIZANDO MONOGRAMA
Δt 65.5 seg
Yo = 72
yn = 58
Δy 14 cm
Y1 = 65 cm
Δy/Δt = 0.2137405
C1 = 5.1 MONOGRAMA
K1 =C*ΔY/Δt
K1 = 1.0900763 m/dia
A2 CALCULO DE LA CONDUCTIVIDAD UTILIZANDO LA FORMULA
K1 = 1.0465297 m/dia
POZO 2
B NIVEL DEL POZO POR DEBAJO DEL NIVEL FREATICO
H = h2-NF
H = 170 cm
DISTANCIA VERTICAL ENTRE FONDO DE POZO Y CAPA PERMEABLE
S =H3- h2
S = 100 cm
EVALUACION DE CONDICION
S >05H
S = 100
H = 170
S > 0.5H
100 > 85 OK
B1 CALCULO DEL COEFICIENTE C, UTILIZANDO MONOGRAMA
Δt 30 seg
Yo = 98
yn = 82
Δy 16 cm
Y2 = 90 cm
Δy/Δt = 0.5333333
C2 = 2 MONOGRAMA
K2 =C*ΔY/Δt
K2 = 1.0666667 m/dia
B2 CALCULO DEL VALOR DE Co
H = D =H2-NF
H = 130 cm
Y2 = 90
S = 0
Co = 2.65 MONOGRAMA
B3 CALCULO DEL VALOR DE K2
K2 = 0.9946369 m/dia
POZO 2
DATOS
POZO 1

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E 1

  • 1. Y1 (cm) Y2 (cm) Δt (seg) 72 58 65.5 Y1 (cm) Y2 (cm) Δt (seg) 98 82 30 K1 ? K2 ? r = 4 H2 = 160 H3 = 300 h1 = 114 h2 = 200 NF = 30 SOLUCION POZO 1 A NIVEL DEL POZO POR DEBAJO DEL NIVEL FREATICO H = h1-NF H = 84 DISTANCIA VERTICAL ENTRE FONDO DE POZO Y CAPA PERMEABLE S =H3- h1 S = 186 EVALUACION DE CONDICION S >05H S = 186 H = 84 S > 0.5H 186 > 42 OK A1 CALCULO DEL COEFICIENTE C, UTILIZANDO MONOGRAMA Δt 65.5 seg Yo = 72 yn = 58 Δy 14 cm Y1 = 65 cm Δy/Δt = 0.2137405 C1 = 5.1 MONOGRAMA K1 =C*ΔY/Δt K1 = 1.0900763 m/dia A2 CALCULO DE LA CONDUCTIVIDAD UTILIZANDO LA FORMULA K1 = 1.0465297 m/dia POZO 2 B NIVEL DEL POZO POR DEBAJO DEL NIVEL FREATICO H = h2-NF H = 170 cm DISTANCIA VERTICAL ENTRE FONDO DE POZO Y CAPA PERMEABLE S =H3- h2 S = 100 cm EVALUACION DE CONDICION S >05H S = 100 H = 170 S > 0.5H 100 > 85 OK B1 CALCULO DEL COEFICIENTE C, UTILIZANDO MONOGRAMA Δt 30 seg Yo = 98 yn = 82 Δy 16 cm Y2 = 90 cm Δy/Δt = 0.5333333 C2 = 2 MONOGRAMA K2 =C*ΔY/Δt K2 = 1.0666667 m/dia B2 CALCULO DEL VALOR DE Co H = D =H2-NF H = 130 cm Y2 = 90 S = 0 Co = 2.65 MONOGRAMA B3 CALCULO DEL VALOR DE K2 K2 = 0.9946369 m/dia POZO 2 DATOS POZO 1