7.23 Refer to Figure 7.25. During an auger hole test to determine field permea- bility, it was observed that the water table inside the hole rose by 5 cm in 8 min, when h = 2 m. Given: diameter of the auger hole = 150 mm, length of auger hole = 4 m, and depth of the ground water table from the surface = 1 m. Estimate k. Use Eq. (7.50). k = 0.617" dh Sd dt (7.50) where r = the radius of the auger hole d = the depth of the hole below the water table

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Chapter2: Loads On Structures
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7.23
7.23 Refer to Figure 7.25. During an auger hole test to determine field permea-
bility, it was observed that the water table inside the hole rose by 5 cm in 8
min, when h = 2 m. Given: diameter of the auger hole = 150 mm, length of
auger hole = 4 m, and depth of the ground water table from the surface = 1
m. Estimate k. Use Eq. (7.50).
k = 0.617 w dh
Sd dt
(7.50)
where the radius of the auger hole
d
the depth of the hole below the water table
9
ANK
4
2-
Based on Spangler and Handy
(1973)
rld=0.02
0.04
0.06
0.10
0.16
0.30
0.4
0.2
0.8
hld
(a)
(b)
Figure 7.25 Auger hole test: (a) auger hole; (b) plot of S with h/d and r/d
S = the shape factor for auger hole
dh/dt = the rate of increase of water table at a depth h measured from the
bottom of the hole
0.6
1.0
Transcribed Image Text:7.23 Refer to Figure 7.25. During an auger hole test to determine field permea- bility, it was observed that the water table inside the hole rose by 5 cm in 8 min, when h = 2 m. Given: diameter of the auger hole = 150 mm, length of auger hole = 4 m, and depth of the ground water table from the surface = 1 m. Estimate k. Use Eq. (7.50). k = 0.617 w dh Sd dt (7.50) where the radius of the auger hole d the depth of the hole below the water table 9 ANK 4 2- Based on Spangler and Handy (1973) rld=0.02 0.04 0.06 0.10 0.16 0.30 0.4 0.2 0.8 hld (a) (b) Figure 7.25 Auger hole test: (a) auger hole; (b) plot of S with h/d and r/d S = the shape factor for auger hole dh/dt = the rate of increase of water table at a depth h measured from the bottom of the hole 0.6 1.0
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