Find the flow rate in m³/sec/m length (at right angles to the cross section shown) through the permeable soil layer shown in the figure. given H = 7 m, H₁ = 2 m, h = 3 m, L = 40 m, $$\propto$$ = 7^o and k = 0.07 cm/sec.

Refer to the constant-head permeability test arrangement shown in the figure. A test gives these values:

L = 18 in

A = 3.5 in²

Constant head difference , h = 28 in

Water collected in 3 min = 21.58 in³

Calculate the hydraulic conductivity in in/sec.

Refer to the constant-head permeability test arrangement shown in the figure. A test gives these values:

L = 18 in

A = 3.5 in²

Constant head difference , h = 28 in

Water collected in 3 min = 21.58 in³

Void ratio = 0.58

Calculate the discharge velocity in in/sec.

Refer to the constant-head permeability test arrangement shown in the figure. A test gives these values:

L = 18 in

A = 3.5 in²

Constant head difference , h = 28 in

Water collected in 3 min = 21.58 in³

Void ratio = 0.58

Calculate the seepage velocity in in/sec.

For a falling head permeability test, the following values are given.

Length of specimen = 20 in.

Area of soil specimen = 4 in²

Area of standpipe = 0.02 in²

Head difference at t = 0 = 30 in.

Head difference at time t = 10 min = 12 in.

Calculate the hydraulic conductivity in in/sec.

For a falling head permeability test, the following values are given.

Length of specimen = 20 in.

Area of soil specimen = 4 in²

Area of standpipe = 0.02 in²

Head difference at t = 0 = 30 in.

Head difference at time t = 10 min = 12 in.

What was the head difference at time t = 5 min?

A layered soil is shown in Figure. Given that:

H₁ = 1.5 m , K = 10^-5 cm/sec

H₂ = 2.5 m, K = 3.0 x 10^-3 cm/sec

H₃ = 3.0 m, K = 3.5 x 10^-5 cm/sec

Calculate the equivalent horizontal hydraulic conductivity.

A layered soil is shown in Figure. Given that:

H₁ = 1.5 m , K = 10^-5 cm/sec

H₂ = 2.5 m, K = 3.0 x 10^-3 cm/sec

H₃ = 3.0 m, K = 3.5 x 10^-5 cm/sec

Calculate the equivalent vertical hydraulic conductivity.

A layered soil is shown in Figure. Given that:

H₁ = 1.5 m , K = 10^-5 cm/sec

H₂ = 2.5 m, K = 3.0 x 10^-3 cm/sec

H₃ = 3.0 m, K = 3.5 x 10^-5 cm/sec

Estimate the ratio of equivalent hydraulic conductivity , K_H(eq)/H_v(eq).

A permeable soil layer is underlain by an impervious layer as shown in figure, with K = 4.5 x 10^-5 m/sec for the permeable layer, calculate the rate of seepage through it in m³/hr/m width if H = 4 m and $$\propto$$ = 10^o