Principles of Groundwater Flow to Wells Flashcards

1
Q

Three energy that groundwater posseses

A

mechanical, chemical, and thermal

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
2
Q

Three external forces acting on groundwater

A

molecular attraction, gravity, external pressure

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

two forces resisting the fluid movement of groundwater

A

shear stress
normal stress

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
4
Q

stress acting tangentially to the surface of the solid

A

shear stress

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
5
Q

stress acting perpendicularly to the surface of the solid

A

normal stress

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

the _____ of the fluid itself resist the movement of fluid past each other

A

internal molecular attraction

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
7
Q

this shearing resistance is known as the ____ of the fluid

A

viscosity

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

a device used to measure liquid pressure in a system

A

piezometer

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

piezometer is a device which measures the pressure, more precisely the ____ of groundwater

A

piezometric head

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

what does the piezometer measure

A

the extent to which water level will rise against the force of gravity, or the pressure of the groundwater

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

t or f : the velocity of groundwater flowing in porous medium under natural hydraulic gradient is very low

A

T

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
12
Q

it is equal to the pressure head (hp) plus the elevation head (z)

A

total head

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
13
Q

formula for total head

A

h = z + hp

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
14
Q

formula for hydraulic head

A

Hh = surface elevation - depth to water

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
15
Q

formula for pressure head

A

Hp = depth of piezometer - depth to water

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
16
Q

formula for elevation head

A

z = surface elevation - depth of piezometer

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
17
Q

formula for vertical hydraulic gradient

A

Hg = Difference in total head / vertical distance between two piezometer

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
18
Q

t or f: hydraulic head and total head are the same

A

T

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
19
Q

groundwater flows in the direction of ______ hydraulic head

A

decreasing

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
20
Q

The pressure at the tip of the piezometer is the ____

A

pressure = height of water in the piezometer x gravitational constant x density of the water

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
21
Q

density variation in water is due to variation in

A

salinity

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
22
Q

water level in well filled with water coming from a point in an aquifer and which is just enough to balance the pressure in the aquifer at that point

A

Point-water head

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
23
Q

is the height of the column of fresh water in an aquifer which is just enough to balance the pressure in the aquifer at that point

A

Fresh-water head

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
24
Q

formula for point-water pressure head

A

PWPH = PWH - Elevation head

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
25
formula for fresh water pressure head
FWPH = PWPH x Pp/Pf
26
formula for fresh water head
FWH = FWPH + Elevation head
27
Total mechanical energy per unit mass
Force Potential
28
driving impetus behind groundwater flow
force potential
29
Force potential energy is equal t the sum of ___, ____ and ____
kinetic energy, elevation energy, and pressure
30
force potential formula
hydraulic head x gravity
31
t or f: high hydraulic head means high force potential
True
32
t or f: hydraulic head increases in the direction of flow
F (decreases)
33
t or f: as groundwater moves it encounters frictional resistance between the fluid and the porous media
T
34
Groundwater is warmed slightly as it flows and ____ energy is turned into ____ energy
mechanical ; thermal
35
t or f: undermost circumstance, the resulting change in temperature is measurable
F (NOT MEASURABLE)
36
slowly moving fluids are dominated by
viscous forces
37
if viscous forces are dominating in moving fluids, there is a ___ energy level, and the resulting fluid flow is ____
low ; laminar
38
in laminar flow, molecules of water follow smooth lines called ___
streamlines
39
As the velocity of the flow increases, the moving fluid gains _____. Eventually the _____ forces are more influential than the _____ forces. The result is a _____ flow in which water molecules no longer move along parallel streamlines.
kinetic energy inertial forces viscous forces turbulent flow
40
this relates the four factors that determine if a flow will be turbulent or laminar
Reynold's number
41
formula for reynold's number
R = pqd / mew reynold's = fluid density x discharge velocity x diameter of passageway through which fluid moves divided by the viscosity
42
if reynold's value exceeds ____, it is considered to be a turbulent flow
2000
43
t or f: turbulence flow in groundwater is difficult to detect
T
44
the inception of turbulent flow in groundwater has been reported at a reynold's number ranging from
60-600
45
600 reynold's number in groundwater flow are present if
the aqufier is cavernous
46
t or f: Darcy's law is valid only if the resistive forces of the viscosity predominates
T
47
Darcy's law is valid if the reynold's number of the flow is
less than 1-10
48
t or f: darcy's law applies only to very slowly moving ground waters
T
49
an imaginary line that traces the path that a particle of groundwater would follow as it flows to the aquifer
flow line
50
in an _____, flow lines will cross equipotential lines at right angles
isotropic aquifer
51
in an anisotropic aquifer flow lines will cross equipotential line at ____
an angle
52
the angle of the flow line in an anisotropic aquifer is dictated by
degree of anisotropy orientation of the gradient to the hydraulic tensor ellipsoid
53
a network of equipotential lines and associated flow lines
flow net
54
______ conditions may be solved by graphical construction of a flow net
steady-flow conditions
55
method of flow net construction is based on the following assumption
1. aquifer is homogenous 2. aquifer is saturated 3. aquifer is isotropic 4. there no change in the potential field with time 5. the soil and water are incompressible 6. flow is laminar, darcy's law is valid 7. all boundary conditions are known
56
three types of boundary conditions
no-flow boundary water table boundary constant-head boundary
57
boundary where groundwater cannot pass through
no-flow boundary
58
boundary where the head is same everywhere
constant-head boundary
59
boundary representing equipotential lines
constant-head boundary
60
boundary for unconfined aquifers
water table boundary
61
if there is recharge or discharge across the water table, flow lines will be at an _____ to the _____.
oblique angle water table
62
if there is no recharge across the water table, flow line can be ____ to it
parallel
63
a family of equipotential lines with sufficient orthogonal flow lines drawn so that a pattern of square figures results
flow net
64
steps for making flow net
1. sketch flow net system and identify prefixed equipotential and flow lines 2. identify prefixed end positions of equipotential and flow lines 3. draw trial set of flow lines 4. draw trial set of equipotential lines orthogonal to flow lines