HGE
Hydraulics and Geothecnical
問題一覧
1
cannot remain at rest under action of any shear force
2
4°C
3
cohesion
4
adhesion
5
it is at rest
6
all of the above
7
surface tension
8
more
9
atmospheric pressure
10
pressure in pipes, channels etc
11
lower than the surface of liquid
12
Compressibility
13
Pascal’s law
14
decrease
15
D. both (b) and (c)
16
center of pressure
17
cp is either at cg or below it
18
all of the above
19
The vertical component passes through the center of pressure of the volume
20
below the centroid
21
No
22
False
23
True
24
False
25
Linear
26
Archimedes’ principle
27
buoyant force
28
Displacement of fluid due to submerged body
29
center of buoyancy
30
zero
31
centroid of the displaced volume of fluid
32
Center of buoyancy is located above the center of gravity of the displaced liquid
33
weight of the fluid displaced by the body
34
By altering the shape
35
all the above
36
the center of gravity of the body and the meta center
37
buoyant force and the center line of body
38
metacenter
39
neutral equilibrium
40
potential, kinetic and pressure heads
41
potential and pressure heads only
42
EGL always drops in the direction of flow
43
HGL will never be above EGL
44
kinetic head
45
equal than that of EGL for a pipe of uniform cross-section
46
mass
47
energy
48
length
49
All of these
50
friction
51
Pressure head
52
Force of cohesion
53
Increases
54
All of the above
55
Gauge pressure
56
Surface Tension
57
Concave
58
Velocity, depth, pressure, etc. change from point to point in the fluid flow
59
Difference of pressure between two points
60
0.81D
61
Wetted perimeter
62
Hydraulic radius
63
Froude’s number
64
slow closing valves
65
when fluid is suddenly brought to rest by closing the valve
66
all of the above
67
Kinematic viscosity
68
head loss and discharge are same in two systems
69
The rate of discharge in the main line is equal to the sum of discharges in each of the parallel pipes
70
the discharge is same through each pipe
71
long pipes
72
all of the above
73
frictional loss
74
friction
問題一覧
1
cannot remain at rest under action of any shear force
2
4°C
3
cohesion
4
adhesion
5
it is at rest
6
all of the above
7
surface tension
8
more
9
atmospheric pressure
10
pressure in pipes, channels etc
11
lower than the surface of liquid
12
Compressibility
13
Pascal’s law
14
decrease
15
D. both (b) and (c)
16
center of pressure
17
cp is either at cg or below it
18
all of the above
19
The vertical component passes through the center of pressure of the volume
20
below the centroid
21
No
22
False
23
True
24
False
25
Linear
26
Archimedes’ principle
27
buoyant force
28
Displacement of fluid due to submerged body
29
center of buoyancy
30
zero
31
centroid of the displaced volume of fluid
32
Center of buoyancy is located above the center of gravity of the displaced liquid
33
weight of the fluid displaced by the body
34
By altering the shape
35
all the above
36
the center of gravity of the body and the meta center
37
buoyant force and the center line of body
38
metacenter
39
neutral equilibrium
40
potential, kinetic and pressure heads
41
potential and pressure heads only
42
EGL always drops in the direction of flow
43
HGL will never be above EGL
44
kinetic head
45
equal than that of EGL for a pipe of uniform cross-section
46
mass
47
energy
48
length
49
All of these
50
friction
51
Pressure head
52
Force of cohesion
53
Increases
54
All of the above
55
Gauge pressure
56
Surface Tension
57
Concave
58
Velocity, depth, pressure, etc. change from point to point in the fluid flow
59
Difference of pressure between two points
60
0.81D
61
Wetted perimeter
62
Hydraulic radius
63
Froude’s number
64
slow closing valves
65
when fluid is suddenly brought to rest by closing the valve
66
all of the above
67
Kinematic viscosity
68
head loss and discharge are same in two systems
69
The rate of discharge in the main line is equal to the sum of discharges in each of the parallel pipes
70
the discharge is same through each pipe
71
long pipes
72
all of the above
73
frictional loss
74
friction