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Contents of the Dams and Reservoirs PDF

List of 15 Dams and Reservoirs Formulas

Force Exerted by Silt in Addition to External Water Pressure represented by Rankine's Formula

Max Vertical Direct Stress Distribution at Base

Maximum Height in Elementary Profile without Exceeding Allowable Compressive Stress of Dam

Maximum Possible Height when Uplift is Neglected in Elementary Profile of Gravity Dam

Maximum Pressure Intensity due to Wave Action

Minimum Vertical Direct Stress Distribution at Base

Moment of Hydrodynamic Force about Base

Net Effective Weight of Dam

Resultant Force due to External Water Pressure acting from Base

Shear Friction Factor

Sliding Factor

Von Karman Equation of Amount of Hydrodynamic Force acting from Base

Wave Height for Fetch Less than 32 kilometers

Wave Height for Fetch more than 32 kilometers

Width of Elementary Gravity Dam

Variables used in Dams and Reservoirs PDF

a_v Fraction Gravity adapted for Vertical Acceleration (Meter per Square Second)
B Base Width (Meter)
C Seepage Coefficient at Base of Dam
e Eccentricity of Resultant Force
f Allowable Compressive Stress of Dam Material (Kilonewton per Square Meter)
F Straight Length of Water Expense (Kilometer)
g Gravity adapted for Vertical Acceleration (Meter per Square Second)
h Height of Silt Deposited (Meter)
H Depth of Water due to External Force (Meter)
H_d Height of Elementary Dam (Meter)
H_max Maximum Possible Height (Meter)
H_min Minimum Possible Height (Meter)
h_w Height of Water from Top Crest to Bottom of Trough (Meter)
K_a Coefficient of Active Earth Pressure of Silt
K_h Fraction of Gravity for Horizontal Acceleration
M_e Moment of Hydrodynamic Force about Base (Kilonewton Meter)
P Resultant Force due to External Water (Kilonewton per Square Meter)
P_e Von Karman Amount of Hydrodynamic Force (Kilonewton)
P_silt Force Exerted by Silt in Water Pressure (Kilonewton per Square Meter)
P_w Maximum Pressure Intensity due to Wave Action (Kilonewton per Square Meter)
q Average Shear of Joint (Kilonewton per Square Meter)
S_c Specific Gravity of Dam Material
S.F Sliding Factor
S.F.F Shear Friction
V Wind Velocity of Wave Pressure (Kilometer per Hour)
W Total Weight of Dam (Kilonewton)
W_net Net Effective Weight of Dam (Kilonewton)
Γ_s Sub Merged Unit Weight of Silt Materials (Kilonewton per Cubic Meter)
Γ_w Unit Weight of Water (Kilonewton per Cubic Meter)
μ Coefficient of Friction between Two Surfaces
ρ_max Vertical Direct Stress (Kilonewton per Square Meter)
ρ_min Minimum Vertical Direct Stress (Kilonewton per Square Meter)
Σ_v Total Vertical Force (Kilonewton)
ΣH Horizontal Forces (Kilonewton)

Constants, Functions and Measurements used in Dams and Reservoirs PDF

Function: sqrt, sqrt(Number)
A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number.
Measurement: Length in Meter (m), Kilometer (km)
Length Unit Conversion
Measurement: Pressure in Kilonewton per Square Meter (kN/m²)
Pressure Unit Conversion
Measurement: Speed in Kilometer per Hour (km/h)
Speed Unit Conversion
Measurement: Acceleration in Meter per Square Second (m/s²)
Acceleration Unit Conversion
Measurement: Force in Kilonewton (kN)
Force Unit Conversion
Measurement: Moment of Force in Kilonewton Meter (kN*m)
Moment of Force Unit Conversion
Measurement: Specific Weight in Kilonewton per Cubic Meter (kN/m³)
Specific Weight Unit Conversion
Measurement: Stress in Kilonewton per Square Meter (kN/m²)
Stress Unit Conversion

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