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Fluid Mechanics in soil 2

Total questions: 15

Worksheet time: 8mins

Name
Class
Date
1.

Navier Stokes equation can be used to simulate fluid flow in soils

a)

True

b)

False

2.

The leading cause of climate change is

a)

CO2 emission to the atmospher

b)

Increase of the temperature of the sun

c)

Change of the location of eart

3.

Which equations should be used for modeling water flow in soils:

a)

Darcy's law and continuity equation

b)

Darcy's law

c)

Darcy's law an Navier Stokes

4.

This figure represents:

a)

Groundwater recharge

b)

Landslide

c)

seawater intrusion

5.

This figure represents:

a)

Seawater intrusion in coastal aquifer

b)

CO2 storage in saline aquifer

c)

groundwater recharge

6.

Seawater intrusion occurs due

a)

aquifer overpumping

b)

groundwater recharge

c)

CO2 injection in aquifers

7.

In this figure (h) represents:

a)

The pressure head

b)

The pressure

c)

The hydraulic head

8.

The hydraulic head is defined as

a)

H=h+z

b)

H=h-z

c)

H=h x z

9.

Fluid flow in porous media occurs due to the gradient of the hydraulic head

a)

True

b)

False

10.

The Darcy's law is given by:

a)

b)

c)

11.

In darcy"s law (K) is

a)

The ydraulic conductivity

b)

The porosity

c)

The temperature

12.

The unit of the hydraulic conductivity is:

a)

m2

b)

m/s

c)

unit less

13.

For sand the hydraulic conduction is between

a)

10-5 - 10-2

b)

10 - 100

c)

10-15 - 10-10

14.

In this experiment the water velocity:

a)

increases if ΔX\Delta X is increased

b)

decreases if ΔX\Delta X is increased

c)

is independent ΔX\Delta X

15.

This is a pereameter with constant head.

a)

True

b)

False