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Descripción: informe de robótica industrial
2014
INFORME N°2 “
NAPA FREATICA
CURSO
:
AGUAS SUBTERRANEAS
PROFESOR
:
ING. SANTAYANA VELA, SEBASTIAN
ALUMNO
:
QUISPETUPAC CALLOCUNTO NELSON
CODIGO
:
20100336
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PROBLEMAS DE NAPA FREATICA
1. En el siguiente mapa topográfico, a escala 1:50000, se presenta un área de geología homogénea, que constituye un acuífero libre, con K = 15 m/día y porosidad efectiva de 0,25. En la localización de los pozos (+) se presenta la profundidad del nivel freático. En el punto C se ha detectado un contaminante, que puede provenir de los depósitos ubicados en los puntos A o B. Se pide:
a. Elaborar el mapa de isoprofundidad
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b.
Elaborar el mapa de curvas hidroisohipsas
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-
Cota A 670 Cota C 604 Longitud
4000
Calculo de la velocidad
-
V=k*i V=6*(670-604)/4000 V =0.099m/día Vreal =0.067/0.2=0.495m/día El tiempo que se demorara en llegar será de 25.6 años.
2. Obtenga los planos de isoprofundidad y de hidroisohipsas del acuífero seleccionado y describa las condiciones del comportamiento de la napa freática.
4. La posición del nivel freático en un acuífero aluvial cercano al río Azul (Blue Rive r) se registra periódicamente en una red de 14 pozos de monitoreo (A, B y C) y 9 pozos de abastecimiento doméstico (DW), los que se muestran en la Figura siguiente.
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En la siguiente Tabla se presenta los datos del nivel de la napa subterránea (período de verano de 1994 y primavera de 1995) Elevaciones Tabl a 2. 2. Elevaciones POZO
del nivel freático freático en red de monitoreo monitoreo
COOR X
COOR Y
Verano
Primavera
2004
2005
A-l
(m) 579872.34
(m) 4156625.87
(m) 673.90
(m) 675.60
A-2
579938.25
4156833.42
672,60
675.55
A-3
580029.12
4157117.56
672.75
675.60
A-4
580080.49
4157282.19
674.65
675.65
B-l
580134.86
4156512.96
673.40
674.70
B-2
580180.35
4156717.51
672.70
674.40
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C-l
580422.10
4156675.15
672.85
673.65
C-2
580463.54
4156675.23
672.10
673.05
C-3
580524.05
4156827.63
671.50
672.55
C-4
580570.72
4156966.07
672.70
672.70
DW1
579832.14
4157313.89
674.75
676.45
DW2
579949.16
4157180.20
673.45
675.90
DW3
580533.25
4157134.51
673.75
673.80
DW4
580470.81
4157036.78
672.90
673.35
DW5
579968.06
4156674.83
673.45
675.30
DW6
580087.19
4156669.12
673.20
674.85
DW7
580270.34
4156527.45
673.10
674.20
DW8
580500.18
4156558.78
672.65
673.10
DW9
580629.02
4156506.19
672.80
672.85
a) Determine los niveles de agua en el río Azul para las dos fechas indicadas, en los puntos de intersección con los perfiles A-A’, B-B’, y C-C’. Suponga que la conductividad hidráulica es igual a 3,47x10-4 m/s y que la porosidad es de un 20%. Determine el tiempo aproximado en el cual el contaminante llegaría hasta el río.
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RIO
CORTE A-A’
NIVEL DE AGUA (m)
672.5
RIO
CORTE B-B’
NIVEL DE AGUA (m)
671.8
RIO
CORTE C-C’
NIVEL DE AGUA (m)
671.7
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RIO
CORTE A-A’
NIVEL DE AGUA (m)
675.3
RIO
CORTE B-B’
NIVEL DE AGUA (m)
673.9
RIO
CORTE C-C’
NIVEL DE AGUA (m)
672.1
PROBLEMA 5
En el mapa hidrogeológico adjunto se indica la posición de varios pozos (P) y sondeos (S) y en la tabla siguiente se proporcionan sus datos de cota del terreno (msnm) y profundidad del nivel piezométrico (m).
El pozo P14 (195 msnm) alcanzó a los 115 m de profundidad las margas que atraviesa el sondeo S14 (353 msnm); sondeo que resultó negativo, perforándose hasta 293 m de profundidad. Se Se pide:
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PROBLEMA 6
En el mapa siguiente se representa la extensión de un acuífero situado en la zona baja de un río que desemboca en el mar. Se pide:
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a) Trazar las curvas isopiezas de 0, 5, 15, 50 y 100 msnm; y, para cotas negativas, curvas isopiezas a intervalos de 1 m. Dibujar las líneas de flujo.
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b) Identificar las zonas zonas de descarga descarga del acuífero.