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HGE Flashcards

1
Q

Porosity

A
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2
Q

Void Ratio

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3
Q

Water content

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4
Q

Relationship between GMC and SE

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5
Q

Unit weight of soil mass

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6
Q

Dry unit weight

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7
Q

Saturated unit weight

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8
Q

Buoyance or submerge unit weight

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9
Q

Critical hydraulic gradient

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10
Q

Unit weight of substance

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11
Q

Weight of water

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12
Q

Specific gravity of substance

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13
Q

Bulk sp. Gr

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14
Q

Volume of solids

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15
Q

Volume of water

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16
Q

Weight of soil

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17
Q

Relative density

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18
Q

Shrinkage index

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19
Q

Plastic limit

A
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20
Q

Weight of water

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21
Q

Weight of solid

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22
Q

Dry unit weight

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23
Q

Plasticity index

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24
Q

Liquidity index

A
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25
Q

Activity of clay

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26
Q

Flow index

A
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27
Q

Liquid limit

A
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28
Q

Shrinkage limit

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29
Q

Shrinkage ratio

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30
Q

Liquidity index

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31
Q

Specific gravity of solids

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32
Q

Consistency index

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33
Q

Mass density

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34
Q

Ideal gas law

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35
Q

Specific volume

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36
Q

Unit weight

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37
Q

Specific gravity

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38
Q

Dynamic viscosity

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39
Q

Kinematic viscosity

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40
Q

Force in viscosity

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41
Q

Ideal gas law in relation of pressure volume and temperature

A
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42
Q

Pressure inside a droplet liquid or surface tension

A
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43
Q

Capillary reaction

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44
Q

Compressibility

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45
Q

Bulk modulus of elasticity

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46
Q

Pressure disturbance

A
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47
Q

Absolute pressure

A
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48
Q

Difference in pressure

A
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49
Q

Liquid on free surface

A
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50
Q

Pressure head

A
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51
Q

Hydrostatic force at plane surface for zero gauge pressure

A
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52
Q

Hydrostatic force at plane surface when pressure zero at top

A
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53
Q

Location of total hydrostatic force

A
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54
Q

Eccentricity

A
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55
Q

Circumferential stress

A
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56
Q

Longitudinal stress

A
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57
Q

Hoop tension

A
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58
Q

Stable righting moment

A
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59
Q

Stable metacenter

A
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60
Q

Unstable overturning moment

A
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61
Q

Unstable meta center

A
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62
Q

Rolling in the rectangular

A
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63
Q

Pitching in rectangular

A
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64
Q

Volumetric flow rate

A
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65
Q

Mass flow rate

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66
Q

Weight flow rate

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67
Q

Continuity equation incompressible

A
68
Q

Continuity equation compressible

A
69
Q

Energy equation

A
70
Q

Power efficiency

A
71
Q

Power

A
72
Q

Kinetic energy

A
73
Q

Velocity head

A
74
Q

Pressure energy

A
75
Q

Elevation energy

A
76
Q

Elevation head

A
77
Q

Energy equation considering head loss

A
78
Q

Hydraulic diameter

A
79
Q

Reynolds number

A
80
Q

Hydraulic radius

A
81
Q

Full flow radius

A
82
Q

Full flow diameter

A
83
Q

Partially flow radius

A
84
Q

Laminar flow

A
85
Q

Turbulent

A
86
Q

Transition

A
87
Q

Critical flow

A
88
Q

Volume using mannings

A
89
Q

Headloss general formula mannings

A
90
Q

Head loss special case mannings

A
91
Q

Hazen William formula

A
92
Q

Darcy weidbach Head loss circular

A
93
Q

General formula for Darcy weisbach

A
94
Q

Laminar flow in Darcy Weisbach

A
95
Q

Volume displaced

A
96
Q

Change in draft

A
97
Q

Draft

A
98
Q

Other formula for hydraulic radius

A
99
Q

Slope on channel bed

A
100
Q

Nozzle height

A
101
Q

Dynamic Force

A
102
Q

Volume of water spilled: volume of air in surface of water

A
103
Q

Volume of water spilled: volume of air when rotating

A
104
Q

Height of the paraboloid when rotating

A
105
Q

Volume of paraboloid

A
106
Q

For angle when water is rotating

A
107
Q

To avoid spilling

A
108
Q

Maximum height to which the jet will rise above orifice

A
109
Q

Specific energy

A
110
Q

Boundary shearing stress

A
111
Q

Rate of flow of water

A
112
Q

Sea page velocity

A
113
Q

Time for water to travel

A
114
Q

Orifice type 1 w/o head loss

A
115
Q

Orifice type 2 w/ head loss

A
116
Q

General formula for no head loss

A
117
Q

Orifice simplified formula with no head loss

A
118
Q

Orifice with head loss general formula

A
119
Q

Orifice with head loss simplified formula

A
120
Q

Special case of type 2 orifice

A
121
Q

Coefficient of contraction

A
122
Q

Coefficient of velocity

A
123
Q

Coefficient of discharge

A
124
Q

Projectile jet out of an orifice

A
125
Q

Venturimeter

A
126
Q

Horizontal motion in moving vessels

A
127
Q

Incline motion in moving vessels

A
128
Q

Darcy’s law

A
129
Q

Flow of water

A
130
Q

Seepage velocity

A
131
Q

Constant head test for coarse grained soil

A
132
Q

Falling head test

A
133
Q

Effect of water temperature on K

A
134
Q

Hydraulic gradient: 2 formulas

A
135
Q

Hazen William in fairly uniform sand

A
136
Q

Casa grande (fine to medium)

A
137
Q

Integranular stress or effective stress

A
138
Q

For water pressure or neutral stress

A
139
Q

Total stress

A
140
Q

Approximately height of capillary by hazen Williams

A
141
Q

Pore water pressure if fully saturated

A
142
Q

Pore water pressure if partially saturated

A
143
Q

Earth pressure @rest

A
144
Q

For dense sand backfill

A
145
Q

For fine grain normally consolidated soil

A
146
Q

Rankine’s theory coefficient of active pressure

A
147
Q

Rankine’s theory coefficient of passive pressure

A
148
Q

Rankine for horizontal coefficient of active pressure

A
149
Q

Rankine for horizontal coefficient of passive pressure

A
150
Q

Basic settlement formula

A
151
Q

Primary consolidation settlement of normally consolidated fine grained soil

A
152
Q

Soil pressure at base of footing

A
153
Q

Pressure at Depth z using boussine theory

A
154
Q

Vertical stress at depth

A
155
Q

Net soil pressure

A
156
Q

Shearing stress at failure plane

A
157
Q

Normal stress at failure plane

A
158
Q

Angle of internal friction

A
159
Q

Maximum shearing stress (R)

A
160
Q

“C”

A
161
Q

Maximum normal stress

A
162
Q

Angle of internal friction

A
163
Q

Potential shear strength

A
164
Q

Effective principal stress

A
165
Q

Shear stress

A
166
Q

Francis formula

A
167
Q

Specific energy

A

For formula (4 decks)

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