1. The following data are from three nested piezometers (installed side by side at a single location): Piezometer a b с Elevation at surface (m.a.s.l.) 463 463 463 Depth of Piezometer (m) 160 110 60 Depth to water (m) 27 47 36 Note: m.a.s.l. means metres above sea level Let A, B and C refer to the points of measurement (middle of the screen) for piezometers a, b and c respectively. Calculate: i) Hydraulic head (H) at A, B and C (m) ii) The pressure head (y) at A, B and C iii) The elevation head (z) at A, B and C iv) The fluid pressure (N/m²) at A, B and C v) The hydraulic gradients between A and B, and between B and C.
1. The following data are from three nested piezometers (installed side by side at a single location): Piezometer a b с Elevation at surface (m.a.s.l.) 463 463 463 Depth of Piezometer (m) 160 110 60 Depth to water (m) 27 47 36 Note: m.a.s.l. means metres above sea level Let A, B and C refer to the points of measurement (middle of the screen) for piezometers a, b and c respectively. Calculate: i) Hydraulic head (H) at A, B and C (m) ii) The pressure head (y) at A, B and C iii) The elevation head (z) at A, B and C iv) The fluid pressure (N/m²) at A, B and C v) The hydraulic gradients between A and B, and between B and C.
Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
Section: Chapter Questions
Problem 1LR
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Transcribed Image Text:1. The following data are from three nested piezometers (installed side by side at a single
location):
Piezometer
a
b
с
Elevation at surface (m.a.s.l.)
463
463
463
Depth of Piezometer (m)
160
110
60
Depth to water (m)
27
47
36
Note: m.a.s.l. means metres above sea level
Let A, B and C refer to the points of measurement (middle of the screen) for piezometers
a,
b and c respectively.
Calculate:
i) Hydraulic head (H) at A, B and C (m)
ii) The pressure head (y) at A, B and C
iii) The elevation head (z) at A, B and C
iv) The fluid pressure (N/m²) at A, B and C
v) The hydraulic gradients between A and B, and between B and C.
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