HGE Flashcards
(167 cards)
1
Q
Porosity
A
2
Q
Void Ratio
A
3
Q
Water content
A
4
Q
Relationship between GMC and SE
A
5
Q
Unit weight of soil mass
A
6
Q
Dry unit weight
A
7
Q
Saturated unit weight
A
8
Q
Buoyance or submerge unit weight
A
9
Q
Critical hydraulic gradient
A
10
Q
Unit weight of substance
A
11
Q
Weight of water
A
12
Q
Specific gravity of substance
A
13
Q
Bulk sp. Gr
A
14
Q
Volume of solids
A
15
Q
Volume of water
A
16
Q
Weight of soil
A
17
Q
Relative density
A
18
Q
Shrinkage index
A
19
Q
Plastic limit
A
20
Q
Weight of water
A
21
Q
Weight of solid
A
22
Q
Dry unit weight
A
23
Q
Plasticity index
A
24
Q
Liquidity index
A
25
Activity of clay
26
Flow index
27
Liquid limit
28
Shrinkage limit
29
Shrinkage ratio
30
Liquidity index
31
Specific gravity of solids
32
Consistency index
33
Mass density
34
Ideal gas law
35
Specific volume
36
Unit weight
37
Specific gravity
38
Dynamic viscosity
39
Kinematic viscosity
40
Force in viscosity
41
Ideal gas law in relation of pressure volume and temperature
42
Pressure inside a droplet liquid or surface tension
43
Capillary reaction
44
Compressibility
45
Bulk modulus of elasticity
46
Pressure disturbance
47
Absolute pressure
48
Difference in pressure
49
Liquid on free surface
50
Pressure head
51
Hydrostatic force at plane surface for zero gauge pressure
52
Hydrostatic force at plane surface when pressure zero at top
53
Location of total hydrostatic force
54
Eccentricity
55
Circumferential stress
56
Longitudinal stress
57
Hoop tension
58
Stable righting moment
59
Stable metacenter
60
Unstable overturning moment
61
Unstable meta center
62
Rolling in the rectangular
63
Pitching in rectangular
64
Volumetric flow rate
65
Mass flow rate
66
Weight flow rate
67
Continuity equation incompressible
68
Continuity equation compressible
69
Energy equation
70
Power efficiency
71
Power
72
Kinetic energy
73
Velocity head
74
Pressure energy
75
Elevation energy
76
Elevation head
77
Energy equation considering head loss
78
Hydraulic diameter
79
Reynolds number
80
Hydraulic radius
81
Full flow radius
82
Full flow diameter
83
Partially flow radius
84
Laminar flow
85
Turbulent
86
Transition
87
Critical flow
88
Volume using mannings
89
Headloss general formula mannings
90
Head loss special case mannings
91
Hazen William formula
92
Darcy weidbach Head loss circular
93
General formula for Darcy weisbach
94
Laminar flow in Darcy Weisbach
95
Volume displaced
96
Change in draft
97
Draft
98
Other formula for hydraulic radius
99
Slope on channel bed
100
Nozzle height
101
Dynamic Force
102
Volume of water spilled: volume of air in surface of water
103
Volume of water spilled: volume of air when rotating
104
Height of the paraboloid when rotating
105
Volume of paraboloid
106
For angle when water is rotating
107
To avoid spilling
108
Maximum height to which the jet will rise above orifice
109
Specific energy
110
Boundary shearing stress
111
Rate of flow of water
112
Sea page velocity
113
Time for water to travel
114
Orifice type 1 w/o head loss
115
Orifice type 2 w/ head loss
116
General formula for no head loss
117
Orifice simplified formula with no head loss
118
Orifice with head loss general formula
119
Orifice with head loss simplified formula
120
Special case of type 2 orifice
121
Coefficient of contraction
122
Coefficient of velocity
123
Coefficient of discharge
124
Projectile jet out of an orifice
125
Venturimeter
126
Horizontal motion in moving vessels
127
Incline motion in moving vessels
128
Darcy's law
129
Flow of water
130
Seepage velocity
131
Constant head test for coarse grained soil
132
Falling head test
133
Effect of water temperature on K
134
Hydraulic gradient: 2 formulas
135
Hazen William in fairly uniform sand
136
Casa grande (fine to medium)
137
Integranular stress or effective stress
138
For water pressure or neutral stress
139
Total stress
140
Approximately height of capillary by hazen Williams
141
Pore water pressure if fully saturated
142
Pore water pressure if partially saturated
143
Earth pressure @rest
144
For dense sand backfill
145
For fine grain normally consolidated soil
146
Rankine's theory coefficient of active pressure
147
Rankine's theory coefficient of passive pressure
148
Rankine for horizontal coefficient of active pressure
149
Rankine for horizontal coefficient of passive pressure
150
Basic settlement formula
151
Primary consolidation settlement of normally consolidated fine grained soil
152
Soil pressure at base of footing
153
Pressure at Depth z using boussine theory
154
Vertical stress at depth
155
Net soil pressure
156
Shearing stress at failure plane
157
Normal stress at failure plane
158
Angle of internal friction
159
Maximum shearing stress (R)
160
"C"
161
Maximum normal stress
162
Angle of internal friction
163
Potential shear strength
164
Effective principal stress
165
Shear stress
166
Francis formula
167
Specific energy
