Three piezometers A, B, and C are 1500 m apart from each other. Piezometer B is located due north of piezometer A, and C to the west of line AB as shown in Figure P3.2. The ground surface elevation, the bottom elevation, and depth of water in each piezometer are given below: At A At C At B Ground elevation (above mean sea 110 95 125 Jevel) (m) Piezometer bottom elevation (m) 25 75 Depth to water level in piezometer from ground surface (m) 22 35 a. Determine the pressure heads at A, B, and C. b. Determine the hydraulic heads above mean sea level at A, B, and c. c. Draw the groundwater contours, d. Determine the dirrctio

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Three piezometers A, B, and C are 1500 m apart from each other. Piezometer B is located
due north of piezometer A, and C to the west of line AB as shown in Figure P3.2. The
ground surface elevation, the bottom elevation, and depth of water in each piezometer
are given below:
d. Determine the direction of the groundwater flow that is perpendicular to the contours.
At A
At C
At B
Ground elevation
(above mean sea
110
95
125
Jevel) (m)
Piezometer bottom
elevation (m)
25
75
Depth to water level
in piezometer from
ground surface (m)
22
35
a. Determine the pressure heads at A, B, and C.
b. Determine the hydraulic heads above mean sea level at A, B, and C.
c. Draw the groundwater contours.
e. Calculate the hydraulic gradient of groundwater.
Transcribed Image Text:Three piezometers A, B, and C are 1500 m apart from each other. Piezometer B is located due north of piezometer A, and C to the west of line AB as shown in Figure P3.2. The ground surface elevation, the bottom elevation, and depth of water in each piezometer are given below: d. Determine the direction of the groundwater flow that is perpendicular to the contours. At A At C At B Ground elevation (above mean sea 110 95 125 Jevel) (m) Piezometer bottom elevation (m) 25 75 Depth to water level in piezometer from ground surface (m) 22 35 a. Determine the pressure heads at A, B, and C. b. Determine the hydraulic heads above mean sea level at A, B, and C. c. Draw the groundwater contours. e. Calculate the hydraulic gradient of groundwater.
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