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Calculators Created by M Naveen
M Naveen
National Institute of Technology
(NIT)
,
Warangal
https://www.linkedin.com/in/lucky-naveen-b6a007181/
724
Formulas Created
1064
Formulas Verified
309
Across Categories
List of Calculators by M Naveen
Following is a combined list of all the calculators that have been created and verified by M Naveen. M Naveen has created 724 and verified 1064 calculators across 309 different categories till date.
Deflection
(1)
Verified
Deflection when Proof Load on Leaf Spring is Given
Go
3 More Deflection Calculators
Go
Dynamic Viscosity
(1)
Verified
Dynamic Viscosity when Shear Stress resisting the Motion of Piston is Given
Go
5 More Dynamic Viscosity Calculators
Go
Mean Velocity of Flow
(1)
Verified
Mean Velocity of Flow when Pressure Head Drop is Given
Go
4 More Mean Velocity of Flow Calculators
Go
Modulus of Elasticity
(1)
Verified
Modulus of Elasticity when Proof Load on Leaf Spring is Given
Go
3 More Modulus of Elasticity Calculators
Go
Normal Stress in Bi-Axial Loading
(3)
Verified
Normal Stress in Bi-Axial Loading
Go
Verified
Stress along X- Direction when Shear Stress in Bi-Axial Loading is Given
Go
Verified
Stress along Y- Direction when Shear Stress in Bi-Axial Loading is Given
Go
1 More Normal Stress in Bi-Axial Loading Calculators
Go
Normal Stress of members Subjected to Axial Load
(1)
Verified
Angle when Normal Stress when Member Subjected to Axial Load is Given
Go
4 More Normal Stress of members Subjected to Axial Load Calculators
Go
Pressure Gradient
(1)
Verified
Pressure Gradient when Shear Stress Distribution Profile is Given
Go
5 More Pressure Gradient Calculators
Go
Velocity of Piston
(2)
Verified
Velocity of Piston when Shear Force Resisting the Motion of Piston is Given
Go
Verified
Velocity of Pistons when Pressure Drop over the Length of Piston is Given
Go
4 More Velocity of Piston Calculators
Go
Wave-current Interaction
(10)
Verified
Angle wave orthogonal makes with current in Non-propagated Wave Values of F on the forbidden region
Go
Verified
Channel Depth in Non-propagated Wave Values of F lying in the forbidden region
Go
Verified
Channel Depth in Non-propagated Wave Values of Ω lying in the forbidden region
Go
Verified
Channel Velocity in Non-propagated Wave Values of F lying in the forbidden region
Go
Verified
Effect of Current on Wave Height
Go
Verified
Inlet Current Wave Height Factor
Go
Verified
Non-propagated Wave Values of 'F' lying in the forbidden region (boundary line F= FM)
Go
Verified
Non-propagated Wave Values of Ω lying in the forbidden region (boundary line F= FM)
Go
Verified
Wave Height entering Inlet
Go
Verified
Wave Period in Non-propagated Wave Values of Ω lying in the forbidden region
Go
Aborted Takeoff
(6)
Verified
Distance to Accelerate and Stop when Full Strength Pavement Distance is Given
Go
Verified
Field Length (Total Amount of Runway needed)
Go
Verified
Full Strength Pavement Distance for Aborted Takeoff
Go
Verified
Full Strength Pavement Distance for known Field Length
Go
Verified
Stopway Distance when Field Length is Given
Go
Verified
Stopway Distance when Full Strength Pavement Distance is Given
Go
Air Trip Distribution Models
(13)
Verified
Constant of Proportionality for greater Air Trip Distances
Go
Verified
Constant of Proportionality when Air Passengers between Cities i and j is Given
Go
Verified
Constant of Proportionality when Travel by Air Passengers between Cities is Given
Go
Verified
Cost of Travel between i and j when Travel by Air Passengers between Cities is Given
Go
Verified
Distance between i and j when Travel by Air Passengers between Cities i and j is Given
Go
Verified
Population of the Destination City when Travel by Air Passengers between Cities i and j is Given
Go
Verified
Population of the Origin City when Travel by Air Passengers between Cities i and j is Given
Go
Verified
Total Air Trips generated in City i for greater Air Trip Distances
Go
Verified
Total Air Trips generated in City i when Travel by Air Passengers between Cities is Given
Go
Verified
Total Air Trips generated in City j for greater Air Trip Distances
Go
Verified
Total Air Trips generated in City j when Travel by Air Passengers between Cities is Given
Go
Verified
Travel by Air Passengers between Cities i and j for greater Air Trip Distances
Go
Verified
Travel by Air Passengers between Cities i and j in terms of Travel Cost
Go
1 More Air Trip Distribution Models Calculators
Go
Aircraft Runway Length Estimation
(19)
Verified
Aircraft Gross Wing Area when Drag Force to the Vehicle Body is Given
Go
Verified
Aircraft gross wing area when lifting force provided by the wing-body of the vehicle is given
Go
Verified
Desired Take off Weight
Go
Verified
Drag Coefficient Wing Area when Drag Force to the Vehicle Body is Given
Go
Verified
Drag Force to the Vehicle Body
Go
Verified
Friction force due to rolling resistance
Go
Verified
Fuel Weight to be Carried when Desired Take off Weight is Given
Go
Verified
Lift Coefficient when Lifting Force provided by the Wing-body of the Vehicle is Given
Go
Verified
Lifting Force provided by the Wing-body of the Vehicle
Go
Verified
Lifting force when friction force due to rolling resistance is given
Go
Verified
Operating Empty Weight when Desired Take off Weight is Given
Go
Verified
Payload Carried when Desired Take off Weight is Given
Go
Verified
Rolling friction coefficient when friction force due to rolling resistance is given
Go
Verified
Speed of sound in terms of true match number
Go
Verified
Takeoff Distance when demonstrated Distance to Clear an 11m (35 ft.) obstacle is Given
Go
Verified
True Mach Number
Go
Verified
True match number when true aircraft speed
Go
Verified
Vehicle Speed when Drag Force to the Vehicle Body is Given
Go
Verified
Vehicle speed when lifting force provided by the wing-body of the vehicle is Given
Go
2 More Aircraft Runway Length Estimation Calculators
Go
Allowable Stress Design for Bridge Beams
(1)
Verified
Moment Gradient Factor when Smaller and Larger Beam End Moment is Given
Go
2 More Allowable Stress Design for Bridge Beams Calculators
Go
Allowable Stress Design for Shear in Bridges
(1)
Verified
Shear Buckling Coefficient when Allowable Shear stress for Flexural Members in Bridges is Given
Go
2 More Allowable Stress Design for Shear in Bridges Calculators
Go
American Iron and Steel Institute (AISI) Design
(14)
Created
Compressive thrust on the conduit wall
Go
Created
Compressive thrust when axial load is given
Go
Created
Design pressure acting on the steel
Go
Created
Design pressure if the height of cover is less than one pipe diameter
Go
Created
Design pressure when the height of cover is equal to, or greater than, one pipe diameter
Go
Created
Design pressure(Pv) when compressive thrust is given
Go
Created
Design stress when saftey factor 2 is applied.
Go
Created
Flexibilty factor limits
Go
Created
Metal thickness when flexibility factor is given
Go
Created
Required wall area of width when allowable stress is given
Go
Created
The ultimate wall stress when the ratio D/r does not exceed 294
Go
Created
The ultimate wall stress when the ratio D/r is more than 500
Go
Created
The ultimate wall stress when the ratio D/r r exceeds 294 but not 500
Go
Created
Total load when design pressure(Pv) is given
Go
Analysis of Members Under Axial Load
(9)
Verified
Area of Concrete for Known Stress in Concrete without Non-Prestressed Reinforcement
Go
Verified
Area of Concrete when Non-Prestressed Reinforcements are Used
Go
Verified
Area of Concrete when Stress in Concrete in Presence of Non-Prestressed Reinforcement is Known
Go
Verified
Area of Non-Prestressed Reinforcement for a known Stress in Concrete
Go
Verified
Area of Non-Prestressed Reinforcement in Partially Prestressed Members
Go
Verified
Area of Prestressing Tendons when Non-Prestressed Reinforcements are Used
Go
Verified
Prestress at Transfer After Short Term Loss
Go
Verified
Prestress at Transfer After Short Term Loss in the Presence of Non-Prestressed Reinforcement
Go
Verified
Transformed Area of Partially Prestressed Members
Go
16 More Analysis of Members Under Axial Load Calculators
Go
Angular Momentum Principles
(6)
Verified
Change in Rate of Flow when Torque Exerted on the Fluid is Given
Go
Verified
Radial distance r1 when Torque Exerted on the Fluid is Given
Go
Verified
Radial distance r2 when Torque Exerted on the Fluid is Given
Go
Verified
Torque Exerted on the Fluid
Go
Verified
Velocity at Radial distance r1 when Torque Exerted on the Fluid is Given
Go
Verified
Velocity at Radial distance r2 when Torque Exerted on the Fluid is Given
Go
Arch Dams
(2)
Verified
Constant K3 when Deflection Due to Shear on a Arch Dam is Given
Go
Verified
Rotation Due to Shear on a Arch Dam
Go
20 More Arch Dams Calculators
Go
Archimedes Law and Buoyancy
(3)
Verified
Buoyant Force of a body submerged in a Fluid
Go
Verified
Mass Density of the Fluid when Buoyant Force of a body submerged in a Fluid is given
Go
Verified
Volume of Submerged part of object when Buoyant Force of a body submerged in a Fluid is given
Go
Area Increment Method
(6)
Verified
Depth at which Reservoir is Completely filled up
Go
Verified
Difference in the Elevations of FRL and Original Bed of the Reservoir
Go
Verified
Incremental Sediment Volume
Go
Verified
Original Reservoir Area at the new Zero Level
Go
Verified
Sediment Volume between Old Zero and New Zero Bed Level
Go
Verified
Sediment Volume to be Distributed in the Reservoir
Go
Assessment of Available Power
(13)
Created
Amount of Hydropower (P)
Go
Created
Effective Head when Amount of Hydropower is given
Go
Created
Effective Head when Energy through Hydraulic Turbines is given
Go
Created
Efficiency of the Hydropower Station when Amount of Hydropower is given
Go
Created
Efficiency of the Hydropower Station when Energy through Hydraulic Turbines is given
Go
Created
Energy through Hydraulic Turbines
Go
Created
Head (H) when Amount of Hydropower is given
Go
Created
Head (H) when Energy through Hydraulic Turbines is given
Go
Created
Head Loss when Amount of Hydropower is given
Go
Created
Head Loss when Energy through Hydraulic Turbines is given
Go
Created
Period of Flow when Energy through Hydraulic Turbines is given
Go
Created
Rate of Flow of Water when Amount of Hydropower is given
Go
Created
Rate of Flow of Water when Energy through Hydraulic Turbines is given
Go
Attractive Force Potentials
(13)
Verified
Attractive Force Potentials per unit Mass for the Moon
Go
Verified
Attractive Force Potentials per unit Mass for the Moon in terms of Harmonic Polynomial Expansion
Go
Verified
Attractive Force Potentials per unit Mass for the Sun
Go
Verified
Attractive Force Potentials per unit Mass for the Sun in terms of Harmonic Polynomial Expansion
Go
Verified
Distance from the center of Earth to center of the Moon for known Attractive Force Potentials
Go
Verified
Mass of the Moon for known Attractive Force Potentials in terms of Harmonic Polynomial Expansion
Go
Verified
Mass of the Moon when Attractive Force Potentials per unit Mass for the Sun is known
Go
Verified
Mass of the Sun for known Attractive Force Potentials in terms of Harmonic Polynomial Expansion
Go
Verified
Mass of the Sun when Attractive Force Potentials per unit Mass for the Sun is known
Go
Verified
Mean Radius of the Earth for known Attractive Force Potentials per unit Mass for the Moon
Go
Verified
Mean Radius of the Earth for known Attractive Force Potentials per unit Mass for the Sun
Go
Verified
Moon's Tide-generating attractive Force Potential
Go
Verified
Tide-generating attractive Force Potential for the Sun
Go
Basic Relationship Of Thermodynamics
(25)
Created
Absolute Pressure (P)
Go
Created
Absolute Temperature when Absolute Pressure (P) is given
Go
Created
Boyle's Law According to Adiabatic Process
Go
Created
Boyle's Law According to Isothermal Process
Go
Created
Boyle's Law when Mass Density is given
Go
Created
Boyle's Law when Weight Density in Adiabatic Process is given
Go
Created
Constant (K) when External Work Done in Adiabatic Process Introducing Pressure is given
Go
Created
Continuity Equation for Compressible Fluids
Go
Created
External Work Done by the Gas in Adiabatic Process
Go
Created
External Work Done by the Gas in Adiabatic Process Introducing Pressure
Go
Created
External Work Done by the Gas when Total Heat (H) Supplied to a Gas is given
Go
Created
Gas Constant when Absolute Pressure (P) is given
Go
Created
Increase in the Internal Energy when Total Heat (H) Supplied to a Gas is given
Go
Created
Kinetic Energy (Ek) when Total Energy (Et) in a Compressible Fluids is given
Go
Created
Mass Density when Absolute Pressure(P) is given
Go
Created
Molecular Energy(Em) when Total Energy(Et) in a Compressible Fluids is given
Go
Created
Potential Energy(Ee) when Total Energy(Et) in a Compressible Fluids is given
Go
Created
Pressure (P1) when External Work Done by the Gas in Adiabatic Process Introducing Pressure is given
Go
Created
Pressure Energy(Ep) when Total Energy(Et) in a Compressible Fluids is given
Go
Created
Pressure when Constant is given
Go
Created
Pressure(P2) when External Work Done by the Gas in Adiabatic Process Introducing Pressure is given
Go
Created
Specific Volume(V1) when External Work Done in Adiabatic Process Introducing Pressure is given
Go
Created
Total Energy(Et) in a Compressible Fluids
Go
Created
Total Heat (H) Supplied to a Gas
Go
Created
Total Heat (H) Supplied to a Gas in a Isothermal Process
Go
Bay Superelevation
(2)
Verified
Superelevation due to varying Entrance Channel Cross Section
Go
Verified
Tidal Amplitude in Ocean
Go
2 More Bay Superelevation Calculators
Go
Beams
(10)
Created
Beam depth when extreme fiber stress for a rectangular timber beam is given
Go
Created
Beam depth when horizontal shearing stress is given
Go
Created
Beam Width when Extreme Fiber Stress for a Rectangular Timber Beam is Given
Go
Created
Beam Width when Horizontal Shearing Stress is Given
Go
Created
Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given
Go
Created
Extreme Fiber Stress for a Rectangular Timber Beam when Section Modulus is Given
Go
Created
Extreme Fiber Stress in Bending for a Rectangular Timber Beam
Go
Created
Horizontal Shearing Stress in a Rectangular Timber Beam
Go
Created
Section Modulus When Height and Breadth of Section are Given
Go
Created
Total Shear when Horizontal Shearing Stress is Given
Go
3 More Beams Calculators
Go
Beams
(4)
Verified
Eccentricity for column to maintain stress as wholly compressive
Go
Verified
Eccentricity for solid circular sector to maintain stress as wholly compressive
Go
Verified
Location of beam of uniform strength of given stress, loading and dimensions
Go
Verified
Section Modulus to maintain stress as wholly compressive when Eccentricity is Given
Go
8 More Beams Calculators
Go
Beams
(1)
Verified
Limiting Laterally Unbraced Length for Inelastic Lateral Buckling for Box Beams
Go
11 More Beams Calculators
Go
Bending Stresses
(2)
Verified
Dead Load Moment when Stress in Steel for Shored Members is Given
Go
Verified
Stress in Steel for Unshored Members
Go
8 More Bending Stresses Calculators
Go
Bond length
(4)
Created
Bond Length for a Prestressed Tendon
Go
Created
Bond Length(Lb) when Development Length(Ld) of the Section is given
Go
Created
Design Bond Stress when Bond Length for a Prestressed Tendon is given
Go
Created
Ultimate Prestress(fpu) when Bond Length for a Prestressed Tendon is given
Go
Braking Distance
(3)
Verified
Braking distance on an inclined surface
Go
Verified
Braking distance on an inclined surface with efficiency n
Go
Verified
Breaking Distance when Stopping Sight Distance is Given
Go
3 More Braking Distance Calculators
Go
Broad Crested Weir
(21)
Created
Actual Discharge(Q) over the Broad Crested Weir
Go
Created
Additional Head(ha) when Head(H1) for Broad Crested weir is given
Go
Created
Coefficient of Discharge when Actual Discharge(Q) over the Broad Crested Weir is given
Go
Created
Coefficient of Discharge when Discharge(Q) of Weir if critical depth(h) is constant is given
Go
Created
Coefficient of Discharge when Discharge(Q) over the Crested Weir if velocity is Considered is given
Go
Created
Critical Depth(h) Due to Reduction in the Area of Flow Section when Total Head(H) is given
Go
Created
Discharge(Q) of Broad Crested Weir if critical depth(h) is constant
Go
Created
Discharge(Q) over the Broad Crested Weir
Go
Created
Discharge(Q) over the Broad Crested Weir if Coefficient of Discharge is Considered
Go
Created
Head on the Upstream(H) when Head(H1) for Broad Crested weir is given
Go
Created
Head(H1) for Broad Crested weir
Go
Created
Head(H1) when Discharge(Q) over the Broad Crested Weir if velocity is Considered is given
Go
Created
Length of Crest when Discharge(Q) over the Broad Crested Weir if velocity is Considered is given
Go
Created
Length of Crest(L) when Actual Discharge(Q) over the Broad Crested Weir is given
Go
Created
Length of Crest(L) when Discharge(Q) of Weir if critical depth(h) is constant is given
Go
Created
Length of Crest(L) when Discharge(Q) over the Broad Crested Weir is given
Go
Created
Total Head(H) above the Weir Crest
Go
Created
Total Head(H) when Actual Discharge(Q) over the Broad Crested Weir is given
Go
Created
Total Head(H) when Discharge(Q) of Weir if critical depth(h) is constant is given
Go
Created
Total Head(H) when Discharge(Q) over the Broad Crested Weir is given
Go
Created
Velocity of Flow(v) when Total Head(H) is given
Go
Buoyancy Force and Center of Buoyancy
(13)
Created
Buoyancy Force (dF) on a Vertical Prism
Go
Created
Buoyancy Force (dF) when Volume of Vertical Prism dV is given
Go
Created
Buoyant Force for a Body Immersed in Fluid
Go
Created
Buoyant Force on Entire Submerged Body
Go
Created
Buoyant Force When a Body Floats at between two immiscible fluids of specificweights
Go
Created
Cross Sectional Area of Prism when Buoyancy Force is given
Go
Created
Cross Sectional Area of Prism when Volume of Vertical Prism dV is given
Go
Created
Pressure Head Difference when Buoyancy Force is given
Go
Created
Pressure Head Difference when Volume of Vertical Prism dV is given
Go
Created
Specific Weight pf the Fluid when Buoyancy Force is given
Go
Created
Total Buoyant Force when Volumes of the Elementary Prism Submerged in Fluids is given
Go
Created
Volume of Submerged Body When Buoyant Force on Entire Submerged Body is given
Go
Created
Volume of Vertical Prism dV
Go
Buttress Dams
(2)
Verified
Maximum Intensity of Vertical Force in horizontal plane on a Buttress Dam
Go
Verified
Minimum Intensity in horizontal plane on a Buttress Dam
Go
10 More Buttress Dams Calculators
Go
Cable Systems
(2)
Verified
Natural frequency of each Cable
Go
Verified
Span of Cable when Natural frequency of each Cable is Given
Go
2 More Cable Systems Calculators
Go
Calculations of Deflection and Crack Width
(24)
Created
Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given
Go
Created
Area of Non-prestressing Reinforcement(As) when Average Strain is given
Go
Created
Area of Prestressing steel(Ap) when Tension Force(Tp) is given
Go
Created
Average Strain at the Selected Level when Crack Width is given
Go
Created
Average Strain Under Tension
Go
Created
Center to Center Spacing when Shortest Distance(acr) is given
Go
Created
Compression Force(Tp) for a Prestressed Section
Go
Created
Couple Force of the Cross Section
Go
Created
Crack Width on the Surface of the Section
Go
Created
Depth of Neutral Axis when Couple Force of the Cross Section(C) is given
Go
Created
Depth of the Neutral Axis when Crack Width is given
Go
Created
Diameter of the Longitudinal Bar(db) when Shortest Distance(acr) is given
Go
Created
Distance(a) from the Compression Face to Crack Width when Average Strain is given
Go
Created
Effective Depth of the Longitudinal Reinforcement when Average Strain is given
Go
Created
Effectyive Cover when Shortest Distance(acr) is given
Go
Created
Height of Crack Width at the Soffit(h) when Average Strain is given
Go
Created
Minimum Clear Cover when Crack Width is given
Go
Created
Short Term Deflection at Transfer
Go
Created
Shortest Distance from the Selected Level on the Surface to aLongitudinal Bar
Go
Created
Strain in the Longitudinal Reinforcement(εs) when Tension Force(Ts) is given
Go
Created
Tension Force(Ts) for a Prestressed Section
Go
Created
Total Depth of the Member when Crack Width is given
Go
Created
Width of the Rectangular Zone(b) when Average Strain is given
Go
Created
Width of the section(b) when Couple Force of the Cross Section(C) is given
Go
Cantilever and Counterfort Retaining Walls
(3)
Verified
Counterfort Shear Unit Stress on a Horizontal Section
Go
Created
Shear Force on the Section
Go
Created
Shear Force on the Section for a Vertical Wall Face
Go
Capillary Tube Viscometer
(6)
Verified
Cross Sectional Area of Tube when Dynamic Viscosity is Given
Go
Verified
Diameter of Pipe when Dynamic Viscosity with time is Given
Go
Verified
Diameter of Pipe when Kinematic Viscosity is Given
Go
Verified
Length of Pipe when Kinematic Viscosity is Given
Go
Verified
Time of Rise of Level from h1 to h2 when Dynamic Viscosity is Given
Go
Verified
Time Required when Kinematic Viscosity is Given
Go
12 More Capillary Tube Viscometer Calculators
Go
Carbon Content and Weldability
(8)
Created
Carbon Content
Go
Created
Carbon Equivalent of the Structural Steel
Go
Created
Chromiun Content when Carbon Equivalent is given
Go
Created
Copper when Carbon Equivalent is given
Go
Created
Manganese Content
Go
Created
Molybdenum when Carbon Equivalent is given
Go
Created
Nickel Content when Carbon Equivalent is given
Go
Created
Vanadium when Carbon Equivalent is given
Go
Catenary
(1)
Verified
UDL when Tension at any Point of the Simple Cable with a UDL is Given
Go
4 More Catenary Calculators
Go
Catenary Cable Sag and Distance between Supports
(1)
Verified
Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
Go
5 More Catenary Cable Sag and Distance between Supports Calculators
Go
Circular Curves
(19)
Created
Central angle for portion of curve(approximate for chord definition)
Go
Created
Central angle for portion of curve(exact for arc definition)
Go
Created
Central angle of curve when length of curve is given
Go
Created
Central angle of curve when length of long chord is given
Go
Created
Central Angle of Curve when Tangent Distance is given
Go
Created
Chord Offset for Chord of Length(approximate)
Go
Created
Degree of curve when central angle for portion of curve
Go
Created
Degree of curve when length of curve is given
Go
Created
Degree of curve when radius of curve is given(exact for arc definition, approx for chord definition)
Go
Created
Degree of curve when radius of curve is given(exact for chord definition)
Go
Created
Exeternal distance(Exact)
Go
Created
Length of curve (chord) determined by central angle when central angle for portion of curve is given
Go
Created
Length of curve (chord) determined by central angle when chord offset for chord of length is given
Go
Created
Length of curve (chord) determined by central angle when tangent offset for chord of length is given
Go
Created
Length of curve when central angle for portion of curve is given
Go
Created
Length of curve(Exact)
Go
Created
Length of long chord(Exact)
Go
Created
Tangent distance(Exact)
Go
Created
Tangent offset for chord of length(approximate)
Go
Circular Section
(5)
Verified
Angle of Sector when Wetted Perimeter is Given
Go
Verified
Diameter of Section when Section Factor is Given
Go
Verified
Diameter of Section when Top Width is Given
Go
Verified
Diameter of Section when Wetted Perimeter is Given
Go
Verified
Top Width for circle
Go
9 More Circular Section Calculators
Go
Circular section
(7)
Verified
Chezy Constant when Discharge through Channels is Given
Go
Verified
Depth of flow in most efficient channel for maximum discharge
Go
Verified
Depth of flow in most Efficient Channel in circular channel
Go
Verified
Diameter of Section when Depth of flow in most Efficient Channel section is Given
Go
Verified
Discharge through Channels
Go
Verified
Hydraulic Radius in most efficient channel for maximum velocity
Go
Verified
Radius of Section when Hydraulic Radius in most efficient channel for maximum velocity is Given
Go
13 More Circular section Calculators
Go
Circular Tapering Rod
(5)
Verified
Diameter at one end of Circular Tapering rod when extension is given
Go
Verified
Extension of Circular Tapering Rod
Go
Verified
Extension of Circular Tapering Rod for a particular section where diameters are equal
Go
Verified
Length of Circular Tapering rod when extension is given
Go
Verified
Length of Rod when Extension of Circular Tapering Rod for a particular section is Given
Go
5 More Circular Tapering Rod Calculators
Go
Circulation and Vorticity
(1)
Verified
Vorticity of fluid flows
Go
2 More Circulation and Vorticity Calculators
Go
Cnoidal Wave Theory
(7)
Verified
Complete Elliptic Integral of the Second Kind
Go
Verified
Distance from the Bottom to the Crest
Go
Verified
Distance from the Bottom to the Wave Trough
Go
Verified
Free Surface Elevation of Solitary Waves
Go
Verified
Trough to Crest Wave Height
Go
Verified
Wave Height when Free Surface Elevation of Solitary Waves
Go
Verified
Wavelength when Complete Elliptic Integral of the first Kind is known
Go
10 More Cnoidal Wave Theory Calculators
Go
Coaxial Cylinder Viscometers
(6)
Verified
Radius of Inner Cylinder when Torque exerted on Inner Cylinder is Given
Go
Verified
Radius of Inner Cylinder when Velocity Gradient is Given
Go
Verified
Speed of Outer Cylinder when Dynamic Viscosity of Fluid is Given
Go
Verified
Speed of Outer Cylinder when Torque exerted on Outer Cylinder is Given
Go
Verified
Torque exerted on Inner Cylinder
Go
Verified
Viscometer Constant when Total Torque is Given
Go
16 More Coaxial Cylinder Viscometers Calculators
Go
Coefficient of friction
(2)
Verified
Coefficient of Longitudinal Friction when Breaking Distance is Given
Go
Verified
Coefficient of Longitudinal Friction when Retardation of the Vehicle is Given
Go
2 More Coefficient of friction Calculators
Go
Coefficient of Repletion or Filling
(4)
Verified
Inlet Hydraulic Radius for known Coefficient of Repletion, or Filling
Go
Verified
Inlet Length for known Coefficient of Repletion, or Filling
Go
Verified
Keulegan Repletion Coefficient
Go
Verified
Tidal Period for known Coefficient of Repletion, or Filling
Go
7 More Coefficient of Repletion or Filling Calculators
Go
Columns
(3)
Verified
Longitudinal Shear Stress
Go
Verified
Transverse Shear when Longitudinal Shear Stress is Given
Go
Verified
Unit Weight of Material Wind Pressure is Given
Go
2 More Columns Calculators
Go
Combined Axial and Bending Loads
(3)
Verified
Moment of Inertia when Moment of Resistance, stress induced and Distance from extreme fiber is given
Go
Verified
Moment of Inertia when Young's Modulus, Moment of Resistance and Radius is given
Go
Verified
Young's Modulus when Distance from extreme fiber, Radius and stress induced is given
Go
18 More Combined Axial and Bending Loads Calculators
Go
Combined Bending and Torsion Condition
(3)
Verified
Angle when Combined Bending and Torsion Condition is given
Go
Verified
Combined Bending and Torsion Condition
Go
Verified
Combined bending and torsional stress
Go
4 More Combined Bending and Torsion Condition Calculators
Go
Complementary Induced Stress
(3)
Verified
Complementary Induced Normal Stress
Go
Verified
Complementary Induced Shear Stress
Go
Verified
Stress when Complementary Induced Normal Stress is Given
Go
3 More Complementary Induced Stress Calculators
Go
Composite Construction
(11)
Created
Allowable stress in the flanges
Go
Created
Dead load moment when maximum stress in the bottom flange is given
Go
Created
Dead load moment when maximum unit stress in steel is given
Go
Created
Live load moment when maximum stress in the bottom flange is given
Go
Created
Live load moment when maximum unit stress in steel is given
Go
Created
Maximum unit stress in the steel
Go
Created
Section modulus of steel beam when maximum unit stress in steel is given
Go
Created
Section modulus of transformed composite section when maximum stress in the bottom flange is given
Go
Created
Section modulus of transformed composite section when maximum unit stress in steel is given
Go
Created
The maximum stress in the bottom flange
Go
Created
Yield strength when allowable stress in the flange is given
Go
Compressibility of Aquifers
(3)
Verified
Barometric Efficiency in terms of Compressibility Parameters
Go
Verified
Coefficient of Storage for an Unconfined Aquifer
Go
Verified
Saturated Thickness of the Aquifer when Coefficient of Storage for an Unconfined Aquifer is Given
Go
1 More Compressibility of Aquifers Calculators
Go
Computation of Uniform Flow
(4)
Verified
Area of Channel Section when Conveyance of Channel Section is Given
Go
Verified
Area of Channel Section when Discharge is Given
Go
Verified
Chezy Constant when Conveyance of Channel Section is Given
Go
Verified
Hydraulic Radius of Channel Section when Discharge is Given
Go
15 More Computation of Uniform Flow Calculators
Go
Confined Groundwater Flow between Water Bodies
(2)
Verified
Area of Well when Specific Capacity per unit Well Area of the Aquifer is Given
Go
Verified
Proportionality Constant when Specific Capacity per unit Well Area of the Aquifer is Given
Go
7 More Confined Groundwater Flow between Water Bodies Calculators
Go
Continued Takeoff
(9)
Verified
Clearway Distance for a Continued Takeoff
Go
Verified
Clearway Distance when Field Length under Continued Takeoff is Given
Go
Verified
Clearway Distance when Takeoff Run is Given
Go
Verified
Distance of the 35 ft. Obstacle when Takeoff Run is Given
Go
Verified
Distance to Clear 35 ft. Obstacle when Clearway Distance for a Continued Takeoff is Given
Go
Verified
Field Length (Total Amount of Runway Needed) under Continued Takeoff
Go
Verified
Full Strength Pavement Distance when Field Length is Given
Go
Verified
Liftoff Distance when Clearway Distance for a Continued Takeoff is Given
Go
Verified
Takeoff Run for Continued Takeoff
Go
Continuity Equation
(5)
Verified
Cross Sectional Area at Section 1 for a Steady Flow
Go
Verified
Cross Sectional Area at Section when Discharge for Steady Incompressible Fluid is Given
Go
Verified
Mass Density at Section 1 for a Steady Flow
Go
Verified
Velocity at Section 1 for a Steady Flow
Go
Verified
Velocity at Section when Discharge through a Section for Steady Incompressible Fluid is Given
Go
4 More Continuity Equation Calculators
Go
Crack Control of Flexural Members
(2)
Created
Equation for Crack Control Specific Limits
Go
Created
Stress Calculated in Crack Control
Go
Critical Depth
(3)
Verified
Critical Depth at Different Discharges
Go
Verified
Critical Depth when Depth of Parabolic Channel is Given
Go
Verified
Critical Depth when Maximum Discharge is Given
Go
4 More Critical Depth Calculators
Go
Critical Flow And Its Computation
(2)
Verified
Critical Depth when Critical Energy for Triangular Channel is Given
Go
Verified
Critical Energy for Triangular Channel
Go
14 More Critical Flow And Its Computation Calculators
Go
Critical Velocity
(2)
Verified
Critical Velocity when Discharge is Given
Go
Verified
Critical Velocity when Maximum Discharge is Given
Go
7 More Critical Velocity Calculators
Go
Curves
(9)
Verified
Apex Distance
Go
Verified
Length of Curve if 20m Chord Definition is Used
Go
Verified
Length of Curve if 30m Chord Definition is Used
Go
Verified
Long Chord Length
Go
Verified
Mid Ordinate
Go
Verified
Radius of Curve when Long Chord is Given
Go
Verified
Radius of Curve when Tangent is Given
Go
Verified
Radius when Apex Distance is Given
Go
Verified
Tangent Length
Go
3 More Curves Calculators
Go
Cylindrical Vessel Containing Liquid Rotating with its Axis Horizontal.
(1)
Verified
Liquid Column Height when Pressure Intensity at a radial distance r from axis is Given
Go
4 More Cylindrical Vessel Containing Liquid Rotating with its Axis Horizontal. Calculators
Go
Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical
(7)
Verified
Centripetal acceleration exerted on the liquid mass at a radial distance r from axis.
Go
Verified
Constant Angular Velocity when Centripetal acceleration at a radial distance r from axis is Given
Go
Verified
Constant Angular Velocity when Equation of Free Surface of liquid is Given
Go
Verified
Equation of Free Surface of liquid
Go
Verified
Radial Distance when Centripetal acceleration from axis is Given
Go
Verified
Radial Distance when Pressure at any point with origin at free surface is Given
Go
Verified
Vertical Depth (z) when Pressure at any point with origin at free surface is Given
Go
2 More Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical Calculators
Go
Darcy – Weisbach Equation
(6)
Verified
Density of Liquid with mean velocity when Shear Stress with Friction Factor is Given
Go
Verified
Length of Pipe when Head Loss due to Frictional Resistance is Given
Go
Verified
Reynolds Number when Friction Factor is Given
Go
Verified
Shear Stress when Friction Factor is Given
Go
Verified
Shear Stress when Friction Factor with density is Given
Go
Verified
Specific Weight of Liquid when Shear Stress with Friction Factor is Given
Go
15 More Darcy – Weisbach Equation Calculators
Go
Dash - Pot Mechanism
(7)
Verified
Diameter of Piston when Shear Force Resisting the Motion of Piston is Given
Go
Verified
Diameter of Piston when Shear Stress resisting the Motion of Piston is Given
Go
Verified
Length of Piston when Shear Force Resisting the Motion of Piston is Given
Go
Verified
Length of Piston when Vertical Upward Force on Piston is Given
Go
Verified
Shear Force Resisting the Motion of Piston
Go
Verified
Total Forces
Go
Verified
Vertical Force when Total Force is Given
Go
17 More Dash - Pot Mechanism Calculators
Go
Deflection
(5)
Created
Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Created
Deflection Due to Prestressing for a Parabolic Tendon
Go
Created
Deflection Due to Prestressing for a Singly Harped Tendon
Go
Created
Deflection due to prestressing force before losses when Short Term Deflection at Transfer
Go
Created
Deflection due to Self Weight when Short Term Deflection at Transfer is given
Go
Density Currents in Harbors
(2)
Verified
Average Harbor Depth when Tidal Prism of the Harbor Basin is given
Go
Verified
Difference between high and low tide levels when Tidal Prism of the Harbor Basin is given
Go
22 More Density Currents in Harbors Calculators
Go
Density Influence
(5)
Verified
Density Current Velocity when Density Influence is given
Go
Verified
Density Influence
Go
Verified
Filling Current Velocity when Density Influence is given
Go
Verified
Length of the Harbor when Density Influence is given
Go
Verified
Time Interval over which the density difference exists when Density Influence is given
Go
Density of Sediment Deposits
(1)
Verified
Equation for Unit Weight of Deposit
Go
6 More Density of Sediment Deposits Calculators
Go
Depth of Channel
(2)
Verified
Depth of Parabolic Channel when Critical Depth is Given
Go
Verified
Depth of Parabolic Channel when Width of Parabolic Channel is Given
Go
2 More Depth of Channel Calculators
Go
Description of the Flow Pattern
(1)
Verified
Slope of Streamline
Go
2 More Description of the Flow Pattern Calculators
Go
Design of Highway Culverts
(17)
Created
Bulking stress
Go
Created
Bulking stress For diameters greater than 126.5r/K
Go
Created
Dead load pressure when thrust is given
Go
Created
Flexibility factor
Go
Created
Live load pressure when thrust is given
Go
Created
Modulus of Elasticity when Bulking Stress for Diameters Greater than 126.5r/K is given
Go
Created
Modulus of elasticity when flexibility factor is given
Go
Created
Moment of inertia when flexibility factor is given
Go
Created
Pipe diameter when Bulking stress For diameters greater than 126.5r/K is given
Go
Created
Pipe diameter when flexibility factor is given
Go
Created
Pipe diamter when bulking stress is given
Go
Created
Radius of gyration when Bulking stress For diameters greater than 126.5r/K is given
Go
Created
Radius of gyration when bulking stress is given
Go
Created
Soil Stiffness Factor when Bulking Stress for Diameters Greater than 126.5r/K is given
Go
Created
Soil stiffness factor when bulking stress is given
Go
Created
Span diameter when thrust is given
Go
Created
Thrust of structure
Go
Design of Rapid Mix Basin and Flocculation Basin
(7)
Verified
Dynamic Viscosity when Mean Velocity Gradient is Given
Go
Verified
Hydraulic Retention Time when Volume of Rapid Mix Basin is Given
Go
Verified
Mean Velocity Gradient when Power Requirement is Given
Go
Verified
Power Requirement when Mean Velocity Gradient is Given
Go
Verified
Required Volume of the Flocculation Basin
Go
Verified
Retention Time when Volume of the Flocculation Basin is Given
Go
Verified
Volume of Mixing Tank when Mean Velocity Gradient is Given
Go
12 More Design of Rapid Mix Basin and Flocculation Basin Calculators
Go
Design of Stiffeners
(17)
Created
Allowable Bearing Stress on Projected Area of Fasteners
Go
Created
Column Web Depth Clear of Fillets
Go
Created
Column Yield Stress when Column Web Depth Clear of Fillets is given
Go
Created
Column Yield Stress when Cross sectional area of Column Web Stiffeners is given
Go
Created
Column Yield Stress when Thickness of the Column Flange is given
Go
Created
Computed Force when Column Web Depth Clear of Fillets is given
Go
Created
Computed Force when Column Web Depth Clear of Filletsis given
Go
Created
Computed Force when Cross sectional area of Column Web Stiffeners is given
Go
Created
Computed Force when Thickness of the Column Flange is given
Go
Created
Cross sectional area of Column Web Stiffeners
Go
Created
Distance Between Outer Face of Column Flange and Web Toe when Cross sectional area is given
Go
Created
Stiffener Yield Stress when Cross sectional area of Column Web Stiffeners is given
Go
Created
Tensile Strength of the Connected Part when Allowable Bearing Stress is given
Go
Created
Thickness of Column Web when Column Web Depth Clear of Fillets is given
Go
Created
Thickness of Column Web when Cross sectional area of Column Web Stiffeners
Go
Created
Thickness of Flange when Cross sectional area of Column Web Stiffeners is given
Go
Created
Thickness of the Column Flange
Go
Determination of Metacentric Height
(3)
Created
Angle Made by the Pendulum
Go
Created
Distance Moved by Pendulum on the Horizontal scale
Go
Created
Length of Plumb Line
Go
Development Length Requirements
(7)
Created
Area of Bar when Basic Development Length is Given
Go
Created
Bar Steel Yield Strength when Basic Development Length for No 14 Bars is Given
Go
Created
Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given
Go
Created
Bar Steel Yield Strength when Basic Development Length is Given
Go
Created
Basic Development Length for Bars and Wire in Tension
Go
Created
Basic Development Length for No 14 Bars
Go
Created
Basic Development Length for No 18 Bars
Go
4 More Development Length Requirements Calculators
Go
Dimensionless Ratios and Scaling Laws
(7)
Verified
Scale Factor for Acceleration when Scale Factor for Time and Velocity is known
Go
Verified
Scale Factor for Kinematic Viscosity when Scale Factor for Time and Length is given
Go
Verified
Scale Factor for Length when Scale Factor for Acceleration is known
Go
Verified
Scale Factor for Length when Scale Factor for Time and Kinematic Viscosity is given
Go
Verified
Scale Factor for Time when Scale Factor for Acceleration is known
Go
Verified
Scale Factor for Time when Scale Factor for length and Kinematic Viscosity is given
Go
Verified
Scale Factor for Velocity when Scale Factor for the Time is known
Go
8 More Dimensionless Ratios and Scaling Laws Calculators
Go
Discharge
(8)
Created
Discharge (Q) if the Velocity of Approach is Considered
Go
Created
Discharge (Q) if the Velocity of Approach is not Considered
Go
Created
Discharge (Q) Passing Over the Weir
Go
Created
Discharge (Q) when the End Contractions is Suppressed and Velocity is Considered
Go
Created
Discharge (Q) when the End Contractions is Suppressed and Velocity is not Considered
Go
Created
Discharge (Q) when Velocity Approach (Va) is given
Go
Created
Discharge Over the Weir(Q)
Go
Created
Discharge(Q) for the Notch which is to be Caliberated
Go
Discharge in Channel
(3)
Verified
Discharge when Critical Depth is Given
Go
Verified
Discharge when Flow Area of Throat is Given
Go
Verified
Maximum Discharge when Width of Throat is Given
Go
4 More Discharge in Channel Calculators
Go
Disposing of storm water
(1)
Verified
Runoff Quantity with Full Gutter Flow
Go
10 More Disposing of storm water Calculators
Go
Drill String Buckling
(3)
Verified
Column slenderness ratio when Critical Buckling Load is given
Go
Verified
Critical Buckling Load
Go
Verified
Material elastic modulus when Critical Buckling Load is given
Go
5 More Drill String Buckling Calculators
Go
Dynamic Viscosity
(1)
Verified
Dynamic Viscosity when Pressure Difference is Given
Go
5 More Dynamic Viscosity Calculators
Go
Earth Dam
(5)
Verified
Fetch when Setup above Pool level through Zuider Zee formula is Given
Go
Verified
Hydraulic Gradient when Seepage Discharge in an Earth Dam is Given
Go
Verified
Number of equipotential drops of net when Quantity of seepage in length of dam is given
Go
Verified
Quantity of seepage in length of dam under Consideration
Go
Verified
Seepage Discharge in an Earth Dam
Go
20 More Earth Dam Calculators
Go
Eckman Wind Drift
(2)
Verified
Velocity at the Surface when Velocity detail of the current profile in Three Dimensions is known
Go
Verified
Velocity in the Current Profile in Three dimensions by introducing Polar Coordinates
Go
13 More Eckman Wind Drift Calculators
Go
Effect on Discharge Over a Weir Due to Error in the Measurement of Head
(4)
Created
Error in Computed Discharge when Error in Head for a Rectangular Weir is given
Go
Created
Error in Computed Discharge when Error in Head for a Triangular Weir is given
Go
Created
Error in Head for a Rectangular Weir
Go
Created
Error in Head for a Triangular Weir
Go
Elastic Modulus of Rock
(1)
Verified
Elastic Modulus of Rock when Deflection Due to Thrust on a Arch Dam is Given
Go
5 More Elastic Modulus of Rock Calculators
Go
Elbow Meter
(1)
Verified
Coefficient of Discharge of Elbow Meter when Discharge is Given
Go
3 More Elbow Meter Calculators
Go
Elongation of Tapering Bar due to Self Weight
(2)
Verified
Length of Bar when Elongation of Tapering Bar due to Self Weight is Given
Go
Verified
Load on Rod when Extension of Circular Tapering Rod for a particular section is Given
Go
12 More Elongation of Tapering Bar due to Self Weight Calculators
Go
Empirical Area Reduction Method
(18)
Verified
Difference in Elevations and Original bed of Reservoir when New Total Depth of Reservoir is Given
Go
Verified
Difference in the Elevations of FRL and Original bed of Reservoir
Go
Verified
Difference in the Elevations of FRL and Original bed of Reservoir when new Relative Depth is Given
Go
Verified
Height above the Reservoir Bed when Relative Depth is Given
Go
Verified
Height up to which Sediment completely fills up when new Relative Depth is Given
Go
Verified
New total depth of the reservoir
Go
Verified
Relative Area for Reservoir Type I (Lake)
Go
Verified
Relative Area for Reservoir Type II (Flood Plain, Foot-Hill Region)
Go
Verified
Relative Area for Reservoir Type III (Hilly Region)
Go
Verified
Relative Area for Reservoir Type IV (Gorge)
Go
Verified
Relative Area when Soil Erodibility Factor is Known
Go
Verified
Relative Depth at the New Zero Elevation
Go
Verified
Sediment area at any height above the datum
Go
Verified
Soil Erodibility Factor
Go
Verified
Volume of Sediment Deposited between two Consecutive Heights by Average End Area Method
Go
Verified
Volume of Sediment Deposited between two Consecutive Heights by Weighted Area Method
Go
Verified
Volume of Sediment Deposition when Incremental Area is Given
Go
Verified
Volume of sediment to be distributed
Go
Energy Flux Method
(12)
Verified
Energy Dissipation Rate by Battjes and Janssen
Go
Verified
Energy Dissipation Rate per unit Surface Area due to Wave Breaking
Go
Verified
Energy Flux associated with Stable Wave Height
Go
Verified
Maximum Wave Height based on Miche criterion
Go
Verified
Maximum Wave Height for known Energy Dissipation Rate
Go
Verified
Mean Wave Frequency for known Energy Dissipation Rate
Go
Verified
Percentage of Waves Breaking for known Energy Dissipation Rate
Go
Verified
Water Depth for known Energy Dissipation Rate per unit Surface Area due to Wave Breaking
Go
Verified
Water Depth for known Maximum Wave Height based on Miche criterion
Go
Verified
Water Depth for known Stable Wave Height
Go
Verified
Wave Number for known Maximum Wave Height based on Miche criterion
Go
Verified
Wavelength for known Maximum Wave Height based on Miche criterion
Go
1 More Energy Flux Method Calculators
Go
Estimating Marine and Coastal Winds
(3)
Verified
Air Temperature for known Air-Sea Temperature Difference
Go
Verified
Air-Sea Temperature Difference
Go
Verified
Water Temperature for known Air-Sea Temperature Difference
Go
21 More Estimating Marine and Coastal Winds Calculators
Go
Euler's Equation of Motion
(3)
Verified
Pressure when Pressure Head for a Steady Non Viscous Flow is Given
Go
Verified
Velocity Head for a Steady Non Viscous Flow is Given
Go
Verified
Velocity of Flow when Velocity Head for a Steady Non Viscous Flow is Given
Go
7 More Euler's Equation of Motion Calculators
Go
Flat Plate Inclined at an Angle to the Jet
(18)
Created
Cross sectional area of jet when dynamic thrust normal to the direction of jet is given
Go
Created
Cross sectional area of jet when dynamic thrust parallel to the direction of jet is given
Go
Created
Cross Sectional Area of Jet when Thrust Exerted in the Direction of Normal to the Plate is given
Go
Created
Discharge Flowing in the Direction Parallel to the Plate
Go
Created
Discharge Flowing by Jet
Go
Created
Discharge flowing in the direction normal to the plate
Go
Created
Dynamic thrust normal to the direction of jet
Go
Created
Dynamic thrust parallel to the direction of jet
Go
Created
Specific Gravity when Dynamic Thrust Exerted in the Direction of Normal to the Plate is given
Go
Created
Specific gravity when dynamic thrust parallel to the direction of jet is given
Go
Created
Specific Gravity when Thrust Exerted in the Direction of Normal to the Plate is given
Go
Created
Specific weight when dynamic thrust normal to the direction of jet is given
Go
Created
Specific weight when dynamic thrust parallel to the direction of jet
Go
Created
Specific Weight when Thrust Exerted in the Direction of Normal to the Plate is given
Go
Created
Thrust Exerted in the Direction of Normal to the Plate
Go
Created
Velocity of fluid when Thrust Exerted in the Direction of Normal to the Plate is given
Go
Created
Velocity of fluid when dynamic thrust normal to the direction of jet is given
Go
Created
Velocity of fluid when dynamic thrust parallel to the direction of jet is given
Go
Flat Plate Inclined at an Angle to the Jet
(18)
Created
Absolute Velocity when Mass of Fluid Striking the Plate is given
Go
Created
Absolute velocity when dynamic thrust exerted by the jet on the plate is given
Go
Created
Absolute Velocity(V) when Normal Thrust(Fx) Parallel to the Direction of Jet is given
Go
Created
Absolute Velocity(V) when Normal Thrust(Fy) Normal to the Direction of Jet is given
Go
Created
Cross Section Area when Mass of Fluid Striking the Plate is given
Go
Created
Cross Sectional Area when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Created
Cross Sectional Area when Normal Thrust(Fx) Parallel to the Direction of Jet is given
Go
Created
Cross Sectional Area when Normal Thrust(Fy) Normal to the Direction of Jet is given
Go
Created
Cross Sectional Area when Work Done by the Jet per Second is given
Go
Created
Dynamic Thrust Exerted by the Jet on the Plate
Go
Created
Mass of Fluid Striking the Plate
Go
Created
Normal Thrust(Fx) Parallel to the Direction of Jet
Go
Created
Normal Thrust(Fy) Normal to the Direction of Jet
Go
Created
Velocity of jet for a dynamic thrust exerted by the jet on the plate
Go
Created
Velocity of Jet(u) Mass of Fluid Striking the Plate is given
Go
Created
Velocity of Jet(u) when Normal Thrust(Fx) Parallel to the Direction of Jet is given
Go
Created
Velocity of Jet(u) when Normal Thrust(Fy) Normal to the Direction of Jet is given
Go
Created
Work Done by the Jet per Second
Go
Flat Plate Normal to the Jet
(10)
Created
Area of Cross Section of Jet when Force Exerted by the Stationary Plate on the Jet is given
Go
Created
Area of Cross Section of Jet when Mass of the Fluid is given
Go
Created
Force Exerted by the Stationary Plate on the Jet
Go
Created
Mass of the Fluid Striking the Plate
Go
Created
Specific Gravity when Force Exerted by the Stationary Plate on the Jet is given
Go
Created
Specific Gravity when Mass of the Fluid is given
Go
Created
Specific Weight when Force Exerted by the Stationary Plate on the Jet is given
Go
Created
Specific Weight when Mass of the Fluid is given
Go
Created
Velocity when Force Exerted by the Stationary Plate on the Jet is given
Go
Created
Velocity when Mass of the Fluid is given
Go
Flat Plate Normal to the Jet
(17)
Created
Absolute Velocity when Thrust Exerted by the Jet on the Plate is given
Go
Created
Absolute Velocity(V) when Mass of the Fluid Striking the Plate is given
Go
Created
Cross Sectional Area when Dynamic Thrust Exerted by the Jet on the Plate is established
Go
Created
Cross Sectional Area when Mass of the Fluid Striking the Plate is given
Go
Created
Cross Sectional Area when Work Done by the Jet on the Plate per Second is given
Go
Created
Dynamic Thrust Exerted on the Plate by the Jet
Go
Created
Efficiency of the Wheel
Go
Created
Mass of the Fluid Striking the Plate in civil
Go
Created
Specific Gravity for know Dynamic Thrust Exerted by the Jet
Go
Created
Specific Gravity when Mass of the Fluid Striking the Plate is given
Go
Created
Specific Gravity when Work Done by the Jet on the Plate per Second is given
Go
Created
Specific weight when Dynamic Thrust Exerted by the Jet is given
Go
Created
Specific weight when Mass of the Fluid Striking the Plate is given
Go
Created
Specific Weight when Work Done by the Jet on the Plate per Second is given
Go
Created
Velocity of Jet(u) when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Created
Velocity of Jet(u) when Mass of the Fluid Striking the Plate is given
Go
Created
Work Done by the Jet on the Plate per Second
Go
Flexural rigidity
(3)
Created
Flexural Rigidity when Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Created
Flexural Rigidity when Deflection Due to Prestressing for a Parabolic Tendon is given
Go
Created
Flexural Rigidity when Deflection Due to Prestressing for a Singly Harped Tendon is given
Go
Flitched Beam
(1)
Verified
Thickness of Steel when Equivalent width of flitched beam is Given
Go
2 More Flitched Beam Calculators
Go
Flow Over a Rectangular Sharp-Crested Weir or Notch
(21)
Created
Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity Considered is given
Go
Created
Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given
Go
Created
Acceleration Due to Gravity(g) when Discharge (Q) Passing Over the Weir is given
Go
Created
Acceleration due to Gravity(g) when Discharge Over the Weir(Q) is given
Go
Created
Bazins Formula for Discharge if the Velocity is Considered
Go
Created
Bazins Formula for Discharge if the Velocity is not Considered
Go
Created
Coefficient (m) for Bazins Formula
Go
Created
Coefficient (m) when Bazins Formula for Discharge if the Velocity is not Considered is given
Go
Created
Coefficient (m1) for Bazins Formula if velocity is considered
Go
Created
Coefficient (M1) when Bazins Formula for Discharge if the Velocity is Considered is given
Go
Created
Coefficient of Discharge (Cd) when Discharge (Q) Passing Over the Weir is given
Go
Created
Coefficient of Discharge(Cd) when Discharge (Q) if the Velocity Considered is given
Go
Created
Coefficient of Discharge(Cd) when Discharge (Q) if the Velocity not Considered is given
Go
Created
Coefficient of Discharge(Cd) when Discharge Over the Weir(Q) is given
Go
Created
Depth of Flow of Water in the Channel (H+Z) when Velocity Approach (Va) is given
Go
Created
Francis Formula for the Discharge (Q) for Rectangular Notch if the Velocity is Considered
Go
Created
Francis Formula for the Discharge (Q) for rectangular notch if the Velocity not Considered
Go
Created
Rehbocks Formula for Coefficient of Discharge
Go
Created
Rehbocks Formula for Discharge Over Rectangular Weir
Go
Created
Velocity Approach (Va)
Go
Created
Width of the Channel (B) when Velocity Approach (Va) is given
Go
Flow Over a Trapizoidal Weir or Notch
(16)
Created
Additional Head (ha) when Discharge (Q) for Cipolletti Weir if Velocity is Considered is given
Go
Created
Coefficient of Discharge when Discharge(Q) for Cipolletti Weir is given
Go
Created
Discharge Over a Trapezoidal Notch if overall Coefficient of Discharge for Trapezoidal notch
Go
Created
Discharge(Q) for Cipolletti Weir
Go
Created
Discharge(Q) for Cipolletti Weir if Velocity is Considered
Go
Created
Discharge(Q) over a Cipolletti Weir by Francis, cipolletti
Go
Created
Discharge(Q) over a Trapezoidal Notch
Go
Created
Head(H) when Discharge(Q) for Cipolletti Weir is given
Go
Created
Head(H) when Discharge(Q) over a Cipolletti Weir by Francis, Cipolletti is given
Go
Created
Head1 when Discharge(Q) for Cipolletti Weir if Velocity is Considered is given
Go
Created
Length of Crest when Discharge(Q) for Cipolletti Weir if Velocity is Considered is given
Go
Created
Length of Crest when Discharge(Q) for Cipolletti Weir is given
Go
Created
Length of Crest when Discharge(Q) over a Cipolletti Weir by Francis, cipolletti is given
Go
Created
Length of Crest when Discharge(Q) over a Trapezoidal Notch is given
Go
Created
Rectangular Coefficient of Discharge(Cd1) when Discharge(Q) over a Trapezoidal Notch is given
Go
Created
Trapezoidal Coefficient of Discharge(Cd2) when Discharge(Q) over a Trapezoidal Notch is given
Go
Flow over a Triangular Weir or Notch
(10)
Created
Coefficient of Discharge when Discharge (Q) for the Entire Triangular Weir is given
Go
Created
Coefficient of Discharge when Discharge (Q) for the Triangular Weir if Angle is 90 is given
Go
Created
Coefficient of Discharge when Discharge (Q) for Triangular Weir if Velocity is Considered is given
Go
Created
Discharge (Q) for the Entire Triangular Weir
Go
Created
Discharge (Q) for the Triangular Weir if Angle is 90
Go
Created
Discharge (Q) for the Triangular Weir if Coefficient Discahrge is Constant
Go
Created
Discharge (Q) for Triangular Weir if Velocity is Considered
Go
Created
Head when Discharge (Q) for the Entire Triangular Weir is given
Go
Created
Head when Discharge (Q) for the Triangular Weir if Angle is 90 is given
Go
Created
Head when Discharge (Q) for the Triangular Weir if Coefficient Discharge is Constant is given
Go
Flushing/Circulation Processes and Vessel Interactions
(2)
Verified
Direction of Wave Propagation θ for Froude numbers up to unity
Go
Verified
Drawdown with respect to Water Depth
Go
16 More Flushing/Circulation Processes and Vessel Interactions Calculators
Go
Footing
(3)
Created
Maximum Moment for Symmetrical Concrete Wall Footing
Go
Created
Tensile Bending Stress at Bottom when Footing is Deep
Go
Created
Uniform Pressure on Soil when Maximum Moment is Given
Go
Forces Acting on Fluid in Motion
(3)
Verified
Acceleration of Fluid when Sum of Total Forces influencing Motion of Fluid is Given
Go
Verified
Mass of Fluid when Sum of Total Forces influencing Motion of Fluid is Given
Go
Verified
Turbulent Force when Sum of Total Forces influencing Motion of Fluid is Given
Go
6 More Forces Acting on Fluid in Motion Calculators
Go
Form Drag
(2)
Verified
Angle of Current relative to the longitudinal axis of vessel when Form Drag of a Vessel is known
Go
Verified
Average Current Speed when Form Drag of a Vessel is known
Go
5 More Form Drag Calculators
Go
Free Oscillation Period
(3)
Verified
Natural Free Oscillation Period
Go
Verified
Natural Free Oscillation Period for Closed Basins
Go
Verified
Water Depth for known Natural Free Oscillation Period
Go
4 More Free Oscillation Period Calculators
Go
Friction Factor
(3)
Verified
Dimensionless Parameter function of the hydraulic Radius and Manning’s Roughness Coefficient
Go
Verified
Hydraulic Radius for known Dimensionless parameter
Go
Verified
Manning’s roughness coefficient n for known Dimensionless parameter
Go
Friction Factor
(1)
Verified
Friction Factor when Shear Stress with density is Given
Go
5 More Friction Factor Calculators
Go
Froude Scaling
(8)
Verified
Froude Scaling
Go
Verified
Froude Scaling in terms of Velocity and Length
Go
Verified
Gravity Forces when Froude Scaling is given
Go
Verified
Inertia or Pressure Forces when Froude Scaling is given
Go
Verified
Length when Froude Scaling is given
Go
Verified
Scale Factor for Length when Scale Factor for Time is given
Go
Verified
Scale Factor for Time
Go
Verified
Velocity when Froude Scaling is given
Go
Generation-Distribution Models
(3)
Verified
Air Trips in Year y for the Stated Purpose under Leisure Category
Go
Verified
Income for Leisure when Air Trips for the Stated Purpose under Leisure Category is Given
Go
Verified
Population at Origin when Air Trips in Year y for the Stated Purpose under Leisure Category
Go
12 More Generation-Distribution Models Calculators
Go
Geometrical Properties of Channel Section
(2)
Verified
Hydraulic Radius or Hydraulic Mean Depth
Go
Verified
Top Width when Hydraulic Depth is Given
Go
4 More Geometrical Properties of Channel Section Calculators
Go
Gradients
(2)
Verified
Distance from center of camber when Height for a Parabolic Shape Camber is Given
Go
Verified
Radius of Road when Grade Compensation formula 1 is Given
Go
10 More Gradients Calculators
Go
Gradually Varied Flow
(3)
Verified
Area of Section when Froude Number is Given
Go
Verified
Normal Depth when Energy Slope of Rectangular channel through Chezy formula is Given
Go
Verified
Total Energy
Go
21 More Gradually Varied Flow Calculators
Go
Gravity Dams
(5)
Verified
Density of Water when Water Pressure in the gravity dam is Given
Go
Verified
Eccentricity when Vertical Normal Stress at downstream face is Given
Go
Verified
Height of section when Water Pressure in the gravity dam is Given
Go
Verified
Vertical Normal Stress at downstream face
Go
Verified
Water Pressure in the gravity dam
Go
4 More Gravity Dams Calculators
Go
Groundwater Level Fluctuation and Specific Yield Method
(1)
Verified
Rainfall Intensity when Kinetic Energy of the Storm is Known
Go
22 More Groundwater Level Fluctuation and Specific Yield Method Calculators
Go
Group Velocity, Beats, Energy Transport
(9)
Verified
Group Velocity of Waves
Go
Verified
Group Velocity when Wave Power per unit Crest Width is Given
Go
Verified
Radian Frequency when Wave Propagation is Given
Go
Verified
Surface Elevation
Go
Verified
Total Energy per unit of Area when Wave Power per unit Crest Width is Given
Go
Verified
Wave Power per unit Crest Width
Go
Verified
Wave Speed
Go
Verified
Wave Speed when Group Velocity is Given
Go
Verified
Wavenumber when Wave Speed is Given
Go
Hagen–Poiseuille Equation
(2)
Verified
Dynamic Viscosity when Pressure Drop over the Length of Pipe is Given
Go
Verified
Mean Velocity of Flow when Head Loss over the Length of Pipe is Given
Go
19 More Hagen–Poiseuille Equation Calculators
Go
Harbor Oscillations
(5)
Verified
Basin Length along the axis B for given Period for the fundamental mode (n = 0)
Go
Verified
Basin Length along the axis for known Maximum Oscillation Period corresponding to Fundamental Mode
Go
Verified
Maximum Oscillation Period corresponding to the Fundamental Mode
Go
Verified
Period for the Fundamental Mode (n = 0)
Go
Verified
Water Depth for known Maximum Oscillation Period corresponding to Fundamental Mode
Go
18 More Harbor Oscillations Calculators
Go
Hoop Stress due to Temperature Fall
(2)
Verified
Diameter of Tyre when Hoop Stress due to temperature fall is given
Go
Verified
Hoop Stress due to temperature fall
Go
4 More Hoop Stress due to Temperature Fall Calculators
Go
Horizontal and Vertical Semi-axis of ellipse
(3)
Verified
Major (Horizontal) Semi-axis for Shallow water Condition
Go
Verified
Water Depth when Major (Horizontal) Semi-axis for Shallow water Condition is Given
Go
Verified
Wave Height when Major (Horizontal) Semi-axis for Shallow water Condition is Given
Go
9 More Horizontal and Vertical Semi-axis of ellipse Calculators
Go
Horizontal Curves
(6)
Verified
General Equation of Super-elevation on Road
Go
Verified
Height of vehicle centroid when Centrifugal Factor on road for equilibrium is Given
Go
Verified
Super-elevation on Road
Go
Verified
Super-elevation when lateral friction is neglected
Go
Verified
Weight of Vehicle when Centrifugal Ratio on road without super elevation is Given
Go
Verified
Width of Road when Super-elevation on Road is Given
Go
15 More Horizontal Curves Calculators
Go
Horizontal Shear Flow
(3)
Verified
Area when Horizontal Shear Flow is given
Go
Verified
Horizontal Shear Flow
Go
Verified
Moment of Inertia when Horizontal Shear Flow is given
Go
2 More Horizontal Shear Flow Calculators
Go
Hydraulic Head
(9)
Created
Head (H) Over the Crest when Discharge (Q) if the Velocity not Considered is given
Go
Created
Head (H) Over the Crest when Discharge (Q) Passing Over the Weir is given
Go
Created
Head (H) Over the Crest when Discharge Over the Weir(Q) is given
Go
Created
Head (H) when Bazins Formula for Discharge if the Velocity is not Considered is given
Go
Created
Head (H) when Coefficient for Bazins Formula is given
Go
Created
Head (H1) when Bazins Formula for Discharge if the Velocity is Considered is given
Go
Created
Head (H1) when Coefficient (m1) for Bazins Formula if velocity is considered
Go
Created
Head when Discharge(Q) for the Notch which is to be Caliberated is given
Go
Created
Head when End Contractions is Supressed, if the Velocity is Considered is given
Go
Hydraulic Jump in Rectangular Channel
(2)
Verified
Conjugate Depth y2 when Froude Number Fr2 is Given
Go
Verified
Energy loss in Hydraulic Jump
Go
9 More Hydraulic Jump in Rectangular Channel Calculators
Go
Hydroelectric Power Generation
(2)
Verified
Efficiency of turbine and generator when Power in horsepower when unit weight of water is not Given
Go
Verified
Total weight of the water when The potential energy in hydroelectric power generation is Given
Go
18 More Hydroelectric Power Generation Calculators
Go
Hydrostatics
(18)
Verified
Coordinate measured downward from the top when Effective Tension is given
Go
Verified
Coordinate measured downward from the top when Tension on a Vertical Drill String is given
Go
Verified
Cross section area of steel in the pipe when Tension on a Vertical Drill String is given
Go
Verified
Cross section area of steel when Effective Tension is given
Go
Verified
Effective Tension when buoyant force acts in a direction opposite to the gravity force
Go
Verified
Length of pipe hanging when Lower section of Drill String length that is in Compression is known
Go
Verified
Length of the pipe hanging in the well when Effective Tension is given
Go
Verified
Length of the pipe hanging in the well when Tension on a Vertical Drill String is given
Go
Verified
Length of the pipe hanging in well when Vertical Force at the bottom end of Drill String is given
Go
Verified
Mass Density of Drilling Mud for Lower section of the Drill String length that is in Compression
Go
Verified
Mass density of drilling mud when buoyant force acts in a direction opposite to the gravity force
Go
Verified
Mass Density of Drilling Mud when Vertical Force at the bottom end of Drill String is given
Go
Verified
Mass Density of Steel for Lower section of the Drill String length that is in Compression
Go
Verified
Mass Density of Steel when buoyant force acts in a direction opposite to the gravity force
Go
Verified
Mass density of steel when Tension on a Vertical Drill String is given
Go
Verified
Tension on a Vertical Drill String
Go
Verified
The Lower section of the Drill String length that is in Compression
Go
Verified
Vertical Force at the bottom end of Drill String
Go
I-Beam
(1)
Verified
Moment of Inertia when Maximum Longitudinal Shear Stress in Web for I beam is Given
Go
10 More I-Beam Calculators
Go
Inlet Currents and Tidal Elevations
(10)
Verified
Bay Tide Amplitude for known Inlet channel Water Surface Elevation of Bay
Go
Verified
Change of Bay Elevation with time for flow through the Inlet into the Bay
Go
Verified
Duration of Inflow for known Inlet channel Water Surface Elevation of Bay
Go
Verified
Inlet Channel Velocity
Go
Verified
Inlet Channel Water Surface Elevation of Bay
Go
Verified
Maximum cross-sectionally averaged Velocity during a Tidal Cycle for known Inlet Channel Velocity
Go
Verified
Phase Lag for known Inlet channel Water Surface Elevation of Bay
Go
Verified
Surface Area of Bay for known Tidal Prism Filling the Bay
Go
Verified
Tidal Period for known Inlet Channel Velocity
Go
Verified
Tide Period for known Inlet channel Water Surface Elevation of Bay
Go
10 More Inlet Currents and Tidal Elevations Calculators
Go
Inlet Impedance
(6)
Verified
Darcy - Weisbach Friction term for known Inlet Impedance
Go
Verified
Entrance Energy Loss Coefficient for known Inlet Impedance
Go
Verified
Exit Energy Loss Coefficient for known Inlet Impedance
Go
Verified
Inlet Hydraulic Radius for known Inlet Impedance
Go
Verified
Inlet Impedance
Go
Verified
Inlet Length for known Inlet Impedance
Go
Irregular Waves
(15)
Verified
Deepwater Surf Similarity Parameter for known Average of the Highest 1/10 of the Runups
Go
Verified
Deepwater Surf Similarity Parameter for known Maximum Runup
Go
Verified
Deepwater Surf Similarity Parameter for known Mean Runup
Go
Verified
Deepwater Surf Similarity Parameter for known Runup exceeded by 2% percent of the Runup Crests
Go
Verified
Deepwater Wave Height for known Average of the Highest 1/10 of the Runups
Go
Verified
Deepwater Wave Height for known Average of the Highest 1/3 of the Runups
Go
Verified
Deepwater Wave Height for known Mean Runup
Go
Verified
Deepwater Wave Height for known Runup exceeded by 2% percent of the Runup Crests
Go
Verified
Maximum Runup
Go
Verified
Mean Runup
Go
Verified
Runup exceeded by 2% percent of the Runup Crests
Go
Verified
Surf Similarity Parameter for known Average of the Highest 1/3 of the Runups
Go
Verified
The Average of the Highest 1/10 of the Runups
Go
Verified
The Average of the Highest 1/3 of the Runups
Go
Verified
Wave Period for known Long Wave simplification for Wavelength
Go
1 More Irregular Waves Calculators
Go
Jet Propulsion of Orifice Tank
(3)
Verified
Actual Velocity when Force exerted on Tank due to Jet is Given
Go
Verified
Coefficient of Velocity when Force exerted on Tank due to Jet is Given
Go
Verified
Head over Jet Hole when Force exerted on Tank due to Jet is Given
Go
5 More Jet Propulsion of Orifice Tank Calculators
Go
Jet Propulsion of Ships
(14)
Verified
Absolute Velocity of the Issuing Jet when Relative Velocity is Given
Go
Verified
Absolute Velocity of the Issuing Jet when Work Done by the Jet on Ship is Given
Go
Verified
Area of Issuing Jet when Weight of Water is Given
Go
Verified
Area of Issuing Jet when Work Done by the Jet on Ship is Given
Go
Verified
Kinetic Energy Available with the Water
Go
Verified
Specific Weight of Liquid when Weight of Water is Given
Go
Verified
Specific Weight of Liquid when Work Done by the Jet on Ship is Given
Go
Verified
Velocity of the Jet relative to the Motion of the ship when Kinetic Energy is Given
Go
Verified
Velocity of the Jet relative to the Motion of the ship when Weight of Water is Given
Go
Verified
Velocity of the Moving Ship when Relative Velocity is Given
Go
Verified
Velocity of the moving ship when Work Done by the Jet on Ship is Given
Go
Verified
Weight of Water when Kinetic Energy is Given
Go
Verified
Weight of Water when Relative Velocity is Given
Go
Verified
Weight of Water when Work Done by the Jet on Ship is Given
Go
8 More Jet Propulsion of Ships Calculators
Go
Jet Striking a Symmetrical Moving Curved Vane at the Centre
(20)
Created
Absolute Velocity when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Created
Absolute Velocity when Mass of Fluid Striking the Vane per Second is given
Go
Created
Area of Cross Section when Force Exerted by the Jet in the Direction of Flow is given
Go
Created
Area of Cross Section when Force Exerted by the Jet in the Direction of Flow of Jet is given
Go
Created
Area of Cross Section when Force Exerted by the Jet with relative velocity is given
Go
Created
Area of Cross Section when Mass of Fluid Striking the moving Vane per Second is given
Go
Created
Area of Cross Section when Work Done by the Jet on the Vane per Second is given
Go
Created
Efficiency of the Jet
Go
Created
Force Exerted by the Jet in the Direction of Flow of Incoming Jet
Go
Created
Force Exerted by the Jet in the Direction of Flow of Incoming Jet with angle 0 is given
Go
Created
Force Exerted by the Jet in the Direction of Flow of Incoming Jet with angle 90
Go
Created
Force Exerted by the Jet in the Direction of Flow of Jet
Go
Created
Force Exerted by the jet with relative velocity
Go
Created
Kinetic Energy of Jet per Second
Go
Created
Mass of Fluid Striking the Vane per Seconds
Go
Created
Maximum Efficiency
Go
Created
Velocity of Jet(u) Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Created
Velocity of Jet(u) when Mass of Fluid Striking the Vane per Second is given
Go
Created
Work Done by the Jet on the Vane per Second
Go
Created
Work Done per Second when Efficiency of the Wheel is given
Go
Jet Striking a Symmetrical Stationary Curved Vane at the Centre
(7)
Created
Cross Sectional Area when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Created
Force Exerted on the Plate in the Direction of Flow of Jet
Go
Created
Force Exerted on the Plate in the Direction of Flow of Jet when theta is 0
Go
Created
Force Exerted on the Plate in the Direction of Flow of Jet when theta is 90
Go
Created
Specific Gravity when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Created
Specific Weight when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Created
Velocity when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Jet Striking an Unsymmetrical Moving Curved Vane Tangentially at One of the Tips
(5)
Created
Area of Cross Section when Mass of Fluid Striking the Vane per Second is given
Go
Created
Mass of Fluid Striking the Vanes per Second
Go
Created
Specific Gravity when Mass of Fluid Striking the Vanes per Second is given
Go
Created
Specific Weight of fluid when Mass of Fluid Striking the Vane per Second is given
Go
Created
Velocity at Inlet when Mass of Fluid Striking the Vane per Second is given
Go
Jet Striking an Unsymmetrical Stationary Curved Vane Tangentially at one of the Tips
(10)
Created
Area of Cross Section when Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Created
Area of Cross Section when Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Created
Force Exerted by the Jet on the Vane in the X-Direction
Go
Created
Force Exerted by the Jet on the Vane in the Y-Direction
Go
Created
Specific Gravity when Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Created
Specific Gravity when Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Created
Specific Weight when Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Created
Specific Weight when Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Created
Velocity When Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Created
Velocity When Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Jet Velocity
(2)
Verified
Jet Velocity when Rate of Flow through Propeller is Given
Go
Verified
Jet Velocity when Thrust on the Propeller is Given
Go
3 More Jet Velocity Calculators
Go
Khoslas's Equation
(1)
Verified
Annual Sediment Yield Rate ( On Volume Basis)
Go
3 More Khoslas's Equation Calculators
Go
Kinetic Energy per unit Length of Wave Crest
(3)
Verified
Kinetic Energy per unit Length of Wave Crest
Go
Verified
Wave Height when Kinetic Energy per unit Length of Wave Crest is Given
Go
Verified
Wavelength when Kinetic Energy per unit Length of Wave Crest is Given
Go
King’s Inlet Friction Coefficient
(6)
Verified
Average Area over the Channel Length when Tidal Period, Inlet Friction Coefficient is given
Go
Verified
Inlet Frequency Coefficient when Tidal Period is given
Go
Verified
Inlet Friction Coefficient for known Keulegan Repletion Coefficient
Go
Verified
Inlet Friction Coefficient parameter for known Keulegan Repletion Coefficient
Go
Verified
Inlet Length for known King’s Inlet Friction Coefficient
Go
Verified
Surface Area of Bay when Tidal Period, Inlet friction coefficient is given
Go
6 More King’s Inlet Friction Coefficient Calculators
Go
Laminar flow
(1)
Verified
Stanton number for Colburn analogy
Go
12 More Laminar flow Calculators
Go
Laminar Flow Around A Sphere–Stokes’ Law
(16)
Verified
Coefficient of Drag when density is known
Go
Verified
Coefficient of Drag when Drag Force is Given
Go
Verified
Coefficient of Drag when Reynolds Number is Given
Go
Verified
Density of Fluid when Coefficient of Drag is Given
Go
Verified
Density of Fluid when Drag Force is Given
Go
Verified
Diameter of Sphere when Coefficient of Drag is Given
Go
Verified
Diameter of Sphere when Terminal Fall Velocity is Given
Go
Verified
Diameter of Spherical Surface when Specific weights are Given
Go
Verified
Drag Force when Coefficient of Drag is Given
Go
Verified
Dynamic Viscosity when Coefficient of Drag is Given
Go
Verified
Projected Area when Drag Force is Given
Go
Verified
Resistance Force on Spherical Surface
Go
Verified
Reynolds Number when Coefficient of Drag is Given
Go
Verified
Terminal Fall Velocity
Go
Verified
Velocity of Sphere when Coefficient of Drag is Given
Go
Verified
Velocity of Sphere when Drag Force is Given
Go
9 More Laminar Flow Around A Sphere–Stokes’ Law Calculators
Go
Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow
(4)
Verified
Dynamic Viscosity when Stress is Given
Go
Verified
Mean Velocity of Flow when Shear Stress is Given
Go
Verified
Pressure Gradient when Shear Stress is Given
Go
Verified
Shear Stress when velocity is given
Go
8 More Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow Calculators
Go
Laminar Flow Between Parallel Plates–Both Plates At Rest
(6)
Verified
Distance Between Plates when Maximum Shear Stress is Given
Go
Verified
Horizontal Distance when Shear Stress Distribution Profile is Given
Go
Verified
Length of Pipe when Pressure Difference is Given
Go
Verified
Pressure Head Drop
Go
Verified
Shear Stress Distribution Profile
Go
Verified
Specific Weight of Fluid when Pressure Head Drop is Given
Go
16 More Laminar Flow Between Parallel Plates–Both Plates At Rest Calculators
Go
Laminar Flow of Fluid in an Open Channel
(18)
Verified
Bed Shear Stress
Go
Verified
Bed Slope when Bed Shear Stress is Given
Go
Verified
Diameter of Section when Bed Shear Stress is Given
Go
Verified
Diameter of Section when Potential Head Drop is Given
Go
Verified
Diameter of Section when Slope of Channel is Given
Go
Verified
Dynamic Viscosity when Discharge per unit channel width is Given
Go
Verified
Dynamic Viscosity when Potential Head Drop is Given
Go
Verified
Horizontal Distance when Slope of Channel is Given
Go
Verified
Length of Pipe when Potential Head Drop is Given
Go
Verified
Mean Velocity in flow
Go
Verified
Mean Velocity of Flow when Potential Head Drop is Given
Go
Verified
Potential Head Drop
Go
Verified
Shear Stress when Slope of Channel is Given
Go
Verified
Slope of Channel when Shear Stress is Given
Go
Verified
Specific Weight of Liquid when Bed Shear Stress is Given
Go
Verified
Specific Weight of Liquid when Mean Velocity of flow is Given
Go
Verified
Specific Weight of Liquid when Potential Head Drop is Given
Go
Verified
Specific Weight of Liquid when Slope of Channel is Given
Go
7 More Laminar Flow of Fluid in an Open Channel Calculators
Go
Laminar Flow Through Porous Media
(3)
Verified
Coefficient of Permeability when Velocity is Given
Go
Verified
Hydraulic Gradient when Velocity is Given
Go
Verified
Velocity Through Darcy's Law
Go
Landing Distance under Estimation of Runway Length
(2)
Verified
Equation for Landing Distance
Go
Verified
Stopping Distance when Landing Distance is Given
Go
2 More Landing Distance under Estimation of Runway Length Calculators
Go
Leaf Spring
(9)
Verified
Length when Proof Load on Leaf Spring is Given
Go
Verified
Load when Bending Stress of Leaf Spring is Given
Go
Verified
Maximum Bending Stress at the Proof Load of a Leaf Spring
Go
Verified
Number of Plates when Proof Load on Leaf Spring is Given
Go
Verified
Proof Load on Leaf Spring
Go
Verified
Thickness when Bending Stress of Leaf Spring is Given
Go
Verified
Thickness when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given
Go
Verified
Thickness when Proof Load on Leaf Spring is Given
Go
Verified
Width when Bending Stress of Leaf Spring is Given
Go
13 More Leaf Spring Calculators
Go
Length of the Crest
(10)
Created
Length of the Crest when Discharge (Q) if the Velocity Considered is given
Go
Created
Length of the Crest when Discharge (Q) if the Velocity not Considered is given
Go
Created
Length of the Crest when Discharge (Q) Passing Over the Weir is given
Go
Created
Length of the Crest when Discharge (Q), Contractions is Suppressed, Velocity is Considered is given
Go
Created
Length of the Crest when Discharge Over the Weir(Q) is given
Go
Created
Length of the Crest when Discharge, Contractions is Suppressed, Velocity is not Considered is given
Go
Created
Length of the Crest when Francis Formula Discharge (Q) if the Velocity is Considered is given
Go
Created
Length of the Crest when Francis Formula Discharge (Q) if the Velocity not Considered is given
Go
Created
Length when Bazins Formula for Discharge if the Velocity is Considered is given
Go
Created
Length when Bazins Formula for Discharge if the Velocity is not Considered is given
Go
Length of Transition Curve
(8)
Verified
Length when Angle of Super Elevation is Given
Go
Verified
Length when Change in Radial Acceleration is Given
Go
Verified
Length when Comfort Condition Holds Good for Highways
Go
Verified
Length when Comfort Condition Holds Good for Railways
Go
Verified
Length when Time Rate is Given
Go
Verified
Rate of Change of Radial Acceleration
Go
Verified
Time Rate when Length is Given
Go
Verified
Time Taken when Radial Acceleration is Given
Go
Linear Dispersion Relation of Linear Wave
(1)
Verified
Radian Frequency of the Wave
Go
13 More Linear Dispersion Relation of Linear Wave Calculators
Go
Liquid Containers Subjected To Constant Horizontal Acceleration
(4)
Verified
Gauge Pressure at any point in liquid with height
Go
Verified
Slope of Surface of Constant Pressure
Go
Verified
Specific Weight of Liquids when Pressure at any point in liquid is Given
Go
Verified
Vertical Depth Below Free Surface when Total Force exerted at any Section of the Container is Given
Go
11 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators
Go
Liquid Containers Subjected To Constant Vertical Acceleration
(4)
Verified
Atmospheric Pressure when Pressure at any point in liquid in constant vertical acceleration is Given
Go
Verified
Mass of Liquid when Net Force Acting in Vertical Upward Direction of Tank is Given
Go
Verified
Specific Weights of liquid when Gauge Pressure at any point in liquid is Given
Go
Verified
Vertical Depth Below Free Surface when Pressure at point in liquid is Given
Go
8 More Liquid Containers Subjected To Constant Vertical Acceleration Calculators
Go
Load Distribution on Bents and Shear Walls
(11)
Created
Concentrated Load when Deflection at the Top Due to Fixed Against Rotation is given
Go
Created
Concentrated Load when Deflection at the Top is given
Go
Created
Modulus of Elasticity of the Wall Material when Deflection is given
Go
Created
Modulus of Elasticity when Deflection at the Top Due to Concentrated Load is given
Go
Created
Modulus of Elasticity when Deflection at the Top Due to Fixed Against Rotation is given
Go
Created
The Deflection at the Top Due to Concentrated Load
Go
Created
The Deflection at the Top Due to Fixed Against Rotation
Go
Created
The Deflection at the Top Due to Uniform Load
Go
Created
Wall Thickness when Deflection at the Top Due to Concentrated Load is given
Go
Created
Wall Thickness when Deflection at the Top Due to Fixed Against Rotation is given
Go
Created
Wall Thickness when Deflection is given
Go
Load Factor Design for Bridge Beams
(4)
Verified
Allowable Bearing Stresses on Pins for Buildings for LFD
Go
Verified
Allowable Bearing Stresses on Pins not subject to rotation for Bridges for LFD
Go
Verified
Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD
Go
Verified
Unsupported length for Braced Non-Compact Section for LFD when Minimum Web Thickness is Given
Go
18 More Load Factor Design for Bridge Beams Calculators
Go
Longitudinal Shear Stress for Rectangular Section
(1)
Verified
Transverse Shear when Average Longitudinal Shear Stress for Rectangular Section is Given
Go
7 More Longitudinal Shear Stress for Rectangular Section Calculators
Go
Longitudinal Shear Stress for Solid Circular Section
(1)
Verified
Average Longitudinal Shear Stress for Solid Circular Section
Go
5 More Longitudinal Shear Stress for Solid Circular Section Calculators
Go
Longshore Current
(7)
Verified
Beach Slope modified for Wave Setup
Go
Verified
Longshore Current at the Mid-Surf Zone
Go
Verified
Longshore Current Speed
Go
Verified
Radiation Stress Component
Go
Verified
Ratio of Wave Group Speed and Phase Speed
Go
Verified
Root-mean-square Wave Height at Breaking for known Longshore Current at the Mid-Surf Zone
Go
Verified
Wave Height for known Radiation Stress Component
Go
Lubrication Mechanics - Slipper Bearing
(3)
Verified
Dynamic Viscosity when Pressure Gradient is Given
Go
Verified
Pressure Gradient
Go
Verified
Rate of Flow when Pressure Gradient is Given
Go
Mass Transport Velocity
(2)
Verified
Mass Transport Velocity to second-order
Go
Verified
Wave Height when Mass Transport Velocity to second-order is known
Go
Maximum Stress of a Triangular Section
(3)
Verified
Base when Maximum Stress of a triangular section is Given.
Go
Verified
Height when Stress at Neutral axis of a triangular section is Given.
Go
Verified
Stress at Neutral axis of a triangular section.
Go
5 More Maximum Stress of a Triangular Section Calculators
Go
Maximum value of Rainfall Factor for Various Hydrogeologic Conditions based on the Norms
(13)
Verified
Recharge from Rainfall in Alluvial East Coast Areas for Known Maximum Rainfall Factor
Go
Verified
Recharge from Rainfall in Alluvial Indo-Gangetic and Inland Areas for Known Max Rainfall Factor
Go
Verified
Recharge from Rainfall in Alluvial West Coast Areas for Known Maximum Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone for Maximum Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Granulite facies for Known Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Laterite for Known Maximum Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with low Clay Content for Known Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Massive poorly fractured Rocks
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales for Known Max Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Semi-Consolidated Sandstone for Max Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with significant Clay Content for Known Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Vesicular and Jointed Basalt for Max Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Weathered Basalt for Known Maximum Rainfall Factor
Go
Maximum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms
(3)
Verified
Possible Recharge in Hard Rock Areas with Limestone for Maximum Specific Yield
Go
Verified
Possible Recharge in Hard Rock Areas with Quartzite for Maximum Specific Yield
Go
Verified
Possible Recharge in Sandy Alluvial Areas for Maximum Value of Specific Yield
Go
10 More Maximum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms Calculators
Go
Mean Velocity of Flow
(1)
Verified
Mean Velocity of Flow when Shear Stress with Friction Factor is Given
Go
5 More Mean Velocity of Flow Calculators
Go
Measured Wind Directions
(2)
Verified
Direction in Cartesian Coordinate system
Go
Verified
Direction in Standard Meteorological Terms
Go
19 More Measured Wind Directions Calculators
Go
Measurement of Pressure
(3)
Created
Pressure at Point m in a Pizometer
Go
Created
Pressure head (hm) at point m in a pizometer
Go
Created
Specific Weight of the liquid in a peizometer
Go
Metacentric Height for Floating Bodies Containing liquid
(3)
Created
Distance Between the Centre of Gravity of these Wedges.
Go
Created
Moment of the Turning Couple due to the Movement of the Liquid
Go
Created
Volume of the Either Wedge
Go
Metering Flumes
(1)
Verified
Discharge flow through Channel
Go
9 More Metering Flumes Calculators
Go
Methods to Predict Channel Shoaling
(1)
Verified
Coefficient 'a' for known Hoerls Special function Distribution
Go
19 More Methods to Predict Channel Shoaling Calculators
Go
Minimum value of Rainfall Factor for Various Hydrogeologic Conditions based on the Norms
(13)
Verified
Recharge from Rainfall in Hard Rock Areas consisting Vesicular and jointed Basalt
Go
Verified
Recharge from Rainfall in Hard Rock Areas consisting Weathered Basalt
Go
Verified
Recharge from Rainfall in Hard Rock Areas of Massive poorly Fractured Rocks
Go
Verified
Recharge from Rainfall in Hard Rock Areas of Significant Clay content for Known Min Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Granulite Facies for Known Minimum Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Laterite for Known Min Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Low Clay content for Known Minimum Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales for known Min Rainfall Factor
Go
Verified
Recharge from Rainfall in Hard Rock Areas with Semi-Consolidated Sandstone for Min Rainfall Factor
Go
Verified
Recharge from Rainfall in Indo-Gangetic and Inland Alluvial Areas for Known Minimum Rainfall Factor
Go
Verified
Recharge from Rainfall in Silty Alluvial Areas for Known Minimum Rainfall Factor
Go
Verified
Recharge from Rainfall in West-Coast Alluvial Areas for Known Minimum Rainfall Factor
Go
Minimum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms
(12)
Verified
Possible Recharge in Clayey Alluvial Area when Minimum value of Specific Yield for the Area is Known
Go
Verified
Possible Recharge in Hard Rock Area with Kartstified Limestone for known Minimum Specific Yield
Go
Verified
Possible Recharge in Hard Rock Area with Laterite for Minimum Specific Yield of the Area
Go
Verified
Possible Recharge in Hard Rock Area with Limestone for known Minimum Specific Yield of the Area
Go
Verified
Possible Recharge in Hard Rock Area with Low Clay Content for known Minimum value of Specific Yield
Go
Verified
Possible Recharge in Hard Rock Area with Massive, poorly fractured Rock
Go
Verified
Possible Recharge in Hard Rock Area with Phyllites, Shales for known Minimum Specific Yield
Go
Verified
Possible Recharge in Hard Rock Area with Quartzite for known Minimum Specific Yield of the Area
Go
Verified
Possible Recharge in Hard Rock Area with Sandstone for Minimum Specific Yield of the Area
Go
Verified
Possible Recharge in Hard Rock Area with significant Clay Content
Go
Verified
Possible Recharge in Hard Rock Area with Weathered or Vesicular, Jointed Basalt
Go
Verified
Possible Recharge in Silty Alluvial Area when Minimum value of Specific Yield for the Area is Known
Go
1 More Minimum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms Calculators
Go
Modified form of Gravity Model used in Canada for Travel by Air Passengers between Cities
(5)
Verified
Indicator of Attraction to City j when Travel by Air Passengers between the Cities is Given
Go
Verified
Indicator of Road Condition around City i when Travel by Air Passengers between the Cities is Given
Go
Verified
Percent of Manufacturing and Retail Employment of Total Employment at J
Go
Verified
Seats Available between i and j when Travel by Air Passengers between the Cities is Given
Go
Verified
Service Reliability Indicator when Travel by Air Passengers between the Cities is Given
Go
6 More Modified form of Gravity Model used in Canada for Travel by Air Passengers between Cities Calculators
Go
Modified Universal Soil Loss Equation
(7)
Verified
Crop Management Factor when Sediment Yield from an Individual Storm is Given
Go
Verified
Equation for Suspended Sediment Load
Go
Verified
Sediment Yield from an Individual Storm
Go
Verified
Storm Runoff Volume when Sediment Yield from an Individual Storm is Given
Go
Verified
Stream Flow Discharge when Suspended Sediment Load is Given
Go
Verified
Support Cultivation Practice when Sediment Yield from an Individual Storm is Given
Go
Verified
Topographic Factor when Sediment Yield from an Individual Storm is Given
Go
2 More Modified Universal Soil Loss Equation Calculators
Go
Modulus of Elasticity
(7)
Created
Modulus of Elasticity of Concrete(Ec) when Couple Force of the Cross Section(C) is given
Go
Created
Modulus of Elasticity of Non Prestressed steel(Es) when Tension Force(Ts) is given
Go
Created
Modulus of Elasticity of Non-prestressed when Average Strain Under Tension is given
Go
Created
Modulus of Elasticity of Prestressed steel(Ep) when Compression Force(Tp) is given
Go
Created
Young's Modulus when Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Created
Young's Modulus when Deflection Due to Prestressing for a Parabolic Tendon is given
Go
Created
Young's Modulus when Deflection Due to Prestressing for a Singly Harped Tendon is given
Go
Modulus of Elasticity
(1)
Created
Modulus of Elasticity
Go
5 More Modulus of Elasticity Calculators
Go
Moment of Inertia
(3)
Created
Moment of Inertia(I) when Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Created
Moment of Inertia(I) when Deflection Due to Prestressing for a Parabolic Tendon is given
Go
Created
Moment of Inertia(I) when Deflection Due to Prestressing for a Singly Harped Tendon is given
Go
Moments acting on the arch dam
(1)
Verified
Moments when Rotation Due to Moment on a Arch Dam is Given
Go
6 More Moments acting on the arch dam Calculators
Go
Momentum in Open-Channel Flow-Specific Force
(1)
Verified
Vertical Depth of Centroid of Area when Specific Force with Top Width is Given
Go
5 More Momentum in Open-Channel Flow-Specific Force Calculators
Go
Momentum Theory of Propellers
(5)
Verified
Diameter of Propeller when Rate of Flow through Propeller is Given
Go
Verified
Flow Velocity when Rate of Flow through Propeller is Given
Go
Verified
Input Power
Go
Verified
Output Power when Input Power is Given
Go
Verified
Power Lost when Input Power is Given
Go
17 More Momentum Theory of Propellers Calculators
Go
Mooring Forces
(1)
Verified
Velocity at Surface in terms of Shear Stress at the Water Surface is known
Go
20 More Mooring Forces Calculators
Go
Most Economic Steel Structure
(24)
Created
Column Buckling Stress Fc1 when Relative Material Cost is given
Go
Created
Column Buckling Stress Fc2 when Relative Material Cost is given
Go
Created
Cross Sectional Area1 when Material Cost Ratio is given
Go
Created
Cross Sectional Area2 when Material Cost Ratio is given
Go
Created
Material Cost Ratio
Go
Created
Material price p1 when Material Cost Ratio is given
Go
Created
Material price p2 when Material Cost Ratio is given
Go
Created
Relative cost for Designing Fabricated Plate Girders
Go
Created
Relative cost when Yield stress is given
Go
Created
Relative Material Cost for Two Columns of Different Steels Carrying the Same Load
Go
Created
Relative Material Cost ratio when Designed to Carry the Same Load
Go
Created
Relative Price Factors when Relative Material Cost ratio is given
Go
Created
Relative Weight for Designing Fabricated Plate Girders
Go
Created
Relative Weight when Yield stresses given
Go
Created
Yield Stress Fy2 when Relative cost for Designing Fabricated Plate Girders is given
Go
Created
Yield Stress Fy2 when Relative Cost is given
Go
Created
Yield Stress Fy2 when Relative Weight for Designing Fabricated Plate Girders is given
Go
Created
Yield Stress Fy2 when Relative Weight is given
Go
Created
Yield Stress of Steel1 when Relative Material Cost ratio is given
Go
Created
Yield Stress of Steel2 when Relative Material Cost ratio is given
Go
Created
Yield stress when relative cost for designing fabricated plate girders is given
Go
Created
Yield stress when relative cost is given
Go
Created
Yield stress when relative weight for designing fabricated plate girders is given
Go
Created
Yield stress when relative weight is given
Go
Movement of Sediments from Watersheds
(1)
Verified
Equation for Sediment Delivery Ratio
Go
2 More Movement of Sediments from Watersheds Calculators
Go
Multi-Airport Region Forecast Framework
(2)
Verified
Airline Service (Weekly Departing Flights) from Airport 1 from the Utility Function
Go
Verified
Airline Service (Weekly Departing Flights) from Airport 2,3 from the Utility Function
Go
12 More Multi-Airport Region Forecast Framework Calculators
Go
Multiple Inlets
(5)
Verified
Maximum Velocity in the Inlet Throat for known Total Maximum Discharge
Go
Verified
Ocean Tide Amplitude for known Total Maximum Discharge (for the Total of all Inlets)
Go
Verified
Surface Area of a Bay or Basin for known Total Maximum Discharge (for the total of all inlets)
Go
Verified
Tidal Period for known Total Maximum Discharge (for the Total of all Inlets)
Go
Verified
Total Maximum Discharge for the Total of all Inlets
Go
Newton’s Friction Postulation
(5)
Verified
Dynamic Viscosity of the Fluid when Fluid Filling width y between the plates is given
Go
Verified
Dynamic Viscosity when Kinematic Viscosity is given
Go
Verified
Fluid Filling width y between the plates when Shear Force per unit area or Shear Stress is given
Go
Verified
Relationship between the Dynamic Viscosity and Kinematic Viscosity
Go
Verified
Velocity of the Upper Plate when Shear Force per unit area or Shear Stress is given
Go
4 More Newton’s Friction Postulation Calculators
Go
Non-Linear Wave Theory
(12)
Verified
First Type of Mean Fluid Speed
Go
Verified
Mean Depth in Stokes’ Second Approximation to Wave Speed if there is no Mass Transport
Go
Verified
Mean Depth when Second Type of Mean Fluid Speed is Given
Go
Verified
Relative Height of the Highest Wave as a function of Wavelength obtained by Fenton
Go
Verified
Second Type of Mean Fluid Speed
Go
Verified
Stokes’ Second Approximation to the Wave Speed if there is no Mass Transport
Go
Verified
Ursell Number
Go
Verified
Volume Flow Rate in Stokes’ Second Approximation to Wave Speed if there is no Mass Transport
Go
Verified
Volume Flow Rate per unit Span Underneath the Waves when Second Type of Mean Fluid Speed is Given
Go
Verified
Wave Height when Ursell number is Given
Go
Verified
Wave Speed when First Type of Mean Fluid Speed is Given
Go
Verified
Wave Speed when Second First Type of Mean Fluid Speed is Given
Go
2 More Non-Linear Wave Theory Calculators
Go
Normal Takeoff Cases under Estimation of Runway Length
(9)
Verified
Clearway Distance
Go
Verified
Clearway Distance when Field Length is Given
Go
Verified
Clearway Distance when Takeoff Run of the aircraft is Given
Go
Verified
Field Length
Go
Verified
Full Strength Pavement Distance
Go
Verified
Lift off Distance when Clearway Distance is Given
Go
Verified
Takeoff Distance when Clearway Distance is Given
Go
Verified
Takeoff Distance when Takeoff Run is Given
Go
Verified
Takeoff Run
Go
Number of Connectors in Bridges
(1)
Verified
Number of Connectors in Bridges
Go
17 More Number of Connectors in Bridges Calculators
Go
Number of Connectors Required
(11)
Created
Actual area of effective concrete flange when total horizontal shear is given
Go
Created
Area of steel beam when Total horizontal shear Vh is given
Go
Created
Maximum Moment in Span when Number of Shear Connectors are Given
Go
Created
Moment at Concentrated Load when Number of Shear Connectors are Given
Go
Created
Number of Shear Connectors Between M max and Zero Moment when Number of Shear Connectors are Given
Go
Created
Specified compressive strength of concrete when total horizontal shear is given
Go
Created
The number of shear connectors
Go
Created
The total horizontal shear
Go
Created
Total horizontal shear Vh
Go
Created
Total number of connectors to resist total horizontal shear
Go
Created
Yield Strength when Total Horizontal Shear Vh is Given
Go
Offsets From Long Chord
(3)
Verified
Mid Ordinate when Offsets From Long Chord is Used for Setting Out
Go
Verified
Mid Ordinate when Ox is Given
Go
Verified
Offset at a Distance x from Mid Point
Go
Open and Closed Basins
(3)
Verified
Basin Length along the axis B in Open Basin
Go
Verified
Basin Length along the axis for Closed Basins
Go
Verified
Number of Nodes along the Long Basin axis for Closed Basins
Go
1 More Open and Closed Basins Calculators
Go
Orifice Meter
(5)
Verified
Actual Velocity when Theoretical Velocity at Section 2 is Given
Go
Verified
Area at Section 2 or at Vena Contracta
Go
Verified
Discharge through pipe when Coefficient of Discharge is Given
Go
Verified
Theoretical Velocity at Section 1
Go
Verified
Theoretical Velocity at Section 2
Go
6 More Orifice Meter Calculators
Go
Parabola
(1)
Verified
UDL when Parabolic Equation for the Cable Slope is Given
Go
2 More Parabola Calculators
Go
Parabolic Cable Tension and Length
(3)
Verified
Length of Cable for UDL on Parabolic Cable is Given
Go
Verified
Parabolic Equation for the Cable Slope
Go
Verified
Span of Cable when Length of Cable for UDL on Parabolic Cable is Given
Go
9 More Parabolic Cable Tension and Length Calculators
Go
Parabolic Curves
(10)
Created
Distance from PVC to Lowest Point on a Sag Curve
Go
Created
Elevation of lowest point on a sag curve
Go
Created
Elevation of Point x Distant from PVC(point of vertical curvature)
Go
Created
Elevation of PVC when elevation of lowest point on a sag curve is given
Go
Created
Elevation of PVC(point of vertical curvature)
Go
Created
Elevation of PVI(point of vertical intersection) when elevation of PVC is given
Go
Created
Grade at Beginning of Curve when Elevation of Point x Distant from PVC is given
Go
Created
Length of curve when rate of change of grade is given in parabolic curves
Go
Created
Rate of change of grade in parabolic curves
Go
Created
Rate of change of grade when distance from PVC to lowest point on a sag curve is given
Go
Parabolic Grit Chamber
(2)
Verified
Area of Parabolic Channel when Width of Parabolic Channel is Given
Go
Verified
Flow Area of Throat when Discharge is Given
Go
13 More Parabolic Grit Chamber Calculators
Go
Parabolic Section
(3)
Verified
Top Width when Hydraulic Radius is Given
Go
Verified
Wetted Area
Go
Verified
Wetted Perimeter for parabola
Go
10 More Parabolic Section Calculators
Go
Parametric Spectrum Models
(8)
Verified
Fetch Length when Frequency at the Spectral Peak is known
Go
Verified
Fetch Length when Scaling Parameter is given
Go
Verified
Frequency at the Spectral Peak
Go
Verified
JONSWAP Spectrum for Fetch-limited Seas
Go
Verified
Phillip's Equilibrium Range of the Spectrum for a fully developed sea in Deep water
Go
Verified
Scaling Parameter
Go
Verified
Wind Speed at Elevation 10m above the Sea Surface when Frequency at the Spectral Peak is known
Go
Verified
Wind Speed at Elevation 10m above the Sea Surface when Scaling Parameter is given
Go
11 More Parametric Spectrum Models Calculators
Go
Perpendicular Offsets from Tangents
(3)
Verified
Approximate Equation for Offset at Distance x from Mid Point
Go
Verified
Exact Equation for Offset at Distance x from Mid Point
Go
Verified
Radius when Approximate Equation for Offset is Given
Go
Pitot Tube
(2)
Verified
Coefficient of Velocity when Actual Velocity of the flowing Stream is Given
Go
Verified
Height of fluid raised in tube when Actual Velocity of the flowing Stream is Given
Go
3 More Pitot Tube Calculators
Go
Plain Suction Dredge
(6)
Verified
Depth of Submergence of the Pump
Go
Verified
Flow Velocity in the Suction Pipe
Go
Verified
Hydraulic Loss Coefficient from Suction Pipe entrance to pump
Go
Verified
Specific Weight of the Dry Sand Grain
Go
Verified
Specific Weight of the Mixture in the Suction Pipe
Go
Verified
Vacuum at the Pump entrance expressed as Head of water
Go
6 More Plain Suction Dredge Calculators
Go
Polymer Feed Rate
(1)
Verified
Polymer Feed Rate as Volumetric Flow Rate
Go
5 More Polymer Feed Rate Calculators
Go
Polytropic Atmosphere
(6)
Created
Atmospheric pressure P according to polytropic process
Go
Created
Density According to Polytropic Process
Go
Created
Initial Density According to Polytropic Process
Go
Created
Initial Pressure (Po) According to Polytropic Process
Go
Created
Positive Constant(n)
Go
Created
Temperature Lapse Rate (dT/dZ)
Go
Ponding in Buildings
(7)
Created
Capacity Spectrum
Go
Created
Collapse Prevention Level
Go
Created
Length of Primary Member when Collapse Prevention Level is given
Go
Created
Length of Secondary Member when Capacity Spectrum is given
Go
Created
Length of secondary member when collapse prevention level is given
Go
Created
Moment of Inertia of Primary Member when Collapse Prevention Level is given
Go
Created
Moment of Inertia of Secondary Member when Capacity Spectrum is given
Go
Potential Energy per unit Length of Wave Crest
(3)
Verified
Potential Energy per unit Length of Wave Crest
Go
Verified
Wave Height when Potential Energy per unit Length of Wave Crest is Given
Go
Verified
Wavelength when Potential Energy per unit Length of Wave Crest is Given
Go
Practical Channel Sections
(5)
Verified
Depth of Flow when Wetted Area of Triangular Channel Section is Given
Go
Verified
Hydraulic Radius of Triangular Channel Section
Go
Verified
Wetted Area of Trapezoidal Channel Section
Go
Verified
Wetted Area of Triangular Channel Section
Go
Verified
Wetted Perimeter of Triangular Channel Section
Go
3 More Practical Channel Sections Calculators
Go
Predicting Waves in Deep Water
(1)
Verified
Significant Wave Period from Bretschneider Empirical Relationships
Go
3 More Predicting Waves in Deep Water Calculators
Go
Pressure Diagram
(12)
Created
Depth of the Center of Pressure
Go
Created
Length of Prism when Total Pressure by the Volume of Prism is given
Go
Created
Pressure Intensity (p2) for bottom Edge of the Plane Surface
Go
Created
Pressure Intensity for Top Edge of the Plane Surface
Go
Created
Specific Weight (w2) when Pressure Intensity (p2) for Bottom Edge of the Plane Surface is given
Go
Created
Specific Weight when Pressure Intensity for Top Edge of the Plane Surface is given
Go
Created
Specific Weight when Total Pressure by the Volume of Prism is given
Go
Created
Total Pressure by the Volume of Prism
Go
Created
Verical Depth (h1) when Pressure Intensity for Top Edge of the Plane Surface is given
Go
Created
Verical Depth (h2) when Pressure Intensity (p2) for Bottom Edge of the Plane Surface is given
Go
Created
Vertical Depth (h1) when Total Pressure by the Volume of Prism is given
Go
Created
Vertical Depth (h2) when Total Pressure by the Volume of Prism is given
Go
Pressure Gradient
(2)
Verified
Pressure Gradient when Shear Stress at any Cylindrical Element is Given
Go
Verified
Pressure Gradients when Mean Velocity of Flow is Given
Go
5 More Pressure Gradient Calculators
Go
Pressure Reference Factor
(4)
Verified
Pressure Reference Factor when Height of Surface Waves based on Subsurface Measurements is Given
Go
Verified
Pressure Response Factor at the bottom
Go
Verified
Pressure when Height of Surface Waves based on Subsurface Measurements is Given
Go
Verified
Wavelength when Pressure Response Factor at the bottom is Given
Go
4 More Pressure Reference Factor Calculators
Go
Principal Stress
(10)
Verified
Bending Moment when Equivalent Force is Given
Go
Verified
Bending stress when Moment is Given
Go
Verified
Diameter when Bending stress with Moment is Given
Go
Verified
Diameter when Equivalent Force is Given
Go
Verified
Diameter when Equivalent Shear Force is Given
Go
Verified
Equivalent Shear Force
Go
Verified
Polar Moment of Inertia when Shear Stress is Given
Go
Verified
Radius when Shear Stress is Given
Go
Verified
Torsion when Equivalent Shear Force is Given
Go
Verified
Torsion when Shear Stress is Given
Go
4 More Principal Stress Calculators
Go
Propeller Drag
(1)
Verified
Vessel Propeller Drag when Total longitudinal Current Load on a Vessel is known
Go
6 More Propeller Drag Calculators
Go
Properties of Sea Water
(4)
Verified
Atmospheric Pressure as a function of Salinity and Temperature
Go
Verified
Atmospheric Pressure when a value of thousand is substracted from the density values
Go
Verified
Density for known Atmospheric Pressure whose value of thousand is reduced from density value
Go
Verified
Salinity when Atmospheric Pressure is given
Go
Proportional Weir or Sutro Weir
(9)
Created
Acceleration Due to Gravity when Constant(k) for Rectangular Shaped Aperture weir is given
Go
Created
Coefficient of Discharge when Constant(k) for Rectangular Shaped Aperture weir is given
Go
Created
Constant(k) for Rectangular Shaped Aperture weir
Go
Created
Constant(k) when Discharge Through the Small Rectangular Shaped Aperture weir is given
Go
Created
Discharge Through the Small Rectangular Shaped Aperture weir
Go
Created
Head(H) when Discharge Through the Small Rectangular Shaped Aperture weir is given
Go
Created
Height of Aperture(a) when Discharge Through the Small Rectangular Shaped Aperture weir is given
Go
Created
Height(a) of Aperture when Constant(k) for Rectangular Shaped Aperture weir is given
Go
Created
Width(L) of Aperture when Constant(k) for Rectangular Shaped Aperture weir is given
Go
Quarter Elliptical Spring
(11)
Verified
Deflection in Quarter Elliptical Spring
Go
Verified
Deflection when Proof Load in Quarter Elliptical Spring is Given
Go
Verified
Length when Deflection in Quarter Elliptical Spring is Given
Go
Verified
Length when Proof Load in Quarter Elliptical Spring is Given
Go
Verified
Load when Deflection in Quarter Elliptical Spring is Given
Go
Verified
Modulus of Elasticity when Proof Load in Quarter Elliptical Spring is Given
Go
Verified
Number of Plates when Deflection in Quarter Elliptical Spring is Given
Go
Verified
Number of Plates when Proof Load in Quarter Elliptical Spring is Given
Go
Verified
Proof Load in Quarter Elliptical Spring
Go
Verified
Thickness when Proof Load in Quarter Elliptical Spring is Given
Go
Verified
Width when Proof Load in Quarter Elliptical Spring is Given
Go
9 More Quarter Elliptical Spring Calculators
Go
Radial Thickness of the Element
(1)
Verified
Radial Thickness of the Element when Rotation Due to Shear on a Arch Dam is Given
Go
3 More Radial Thickness of the Element Calculators
Go
Radius of Curve
(8)
Created
Radius of curve when chord offset for chord of length is given
Go
Created
Radius of curve when external distance is given
Go
Created
Radius of curve when length of long chord is given
Go
Created
Radius of curve when midordinate is given
Go
Created
Radius of Curve when Tangent Distance is given
Go
Created
Radius of curve when tangent offset for chord of length is given
Go
Created
Radius of curve(approximate for chord definition)
Go
Created
Radius of curve(exact for chord definition)
Go
Radius of Curve
(2)
Verified
Radius of Curve when Centrifugal Force on vehicle on road without super elevation is Given
Go
Verified
Radius of Curve when Impact Factor on road without super elevation is Given
Go
5 More Radius of Curve Calculators
Go
Radius of Pipe
(1)
Verified
Radius of Pipe when Mean Velocity of Flow is Given
Go
5 More Radius of Pipe Calculators
Go
Radius of the Wheel
(4)
Created
Radius of the Wheel when Angular Momentum at Inlet is given
Go
Created
Radius of the Wheel when Angular Momentum at Outlet is given
Go
Created
Radius of the Wheel(R1) when Tangential Velocity(u) at the Inlet Tip of the Vane is given
Go
Created
Radius of the Wheel(R1) when Tangential Velocity(u1) at the Outlet Tip of the Vane is given
Go
Rainfall Erosivity Factor
(4)
Verified
Equation for Kinetic Energy of the Storm
Go
Verified
Equation for Topographic Factor
Go
Verified
Kinetic Energy of the Storm when Rainfall Erosion Index Unit of a Storm is Given
Go
Verified
Maximum 30 minutes Rainfall Intensity when Rainfall Erosion Index Unit of a Storm is Given
Go
Rainwater Accumulation and Drainage on Bridges
(4)
Verified
Drainage Area when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
Go
Verified
Runoff Coefficient when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
Go
Verified
Runoff Rate of Rainwater from a bridge during a Rainstorm
Go
Verified
Traffic Lane when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given
Go
3 More Rainwater Accumulation and Drainage on Bridges Calculators
Go
Rectangular Section
(3)
Verified
Depth of Flow when Wetted Perimeter for rectangle is Given
Go
Verified
Hydraulic Radius of open channel
Go
Verified
Width of Section when Perimeter is Given
Go
10 More Rectangular Section Calculators
Go
Recuperation Test
(3)
Verified
Area of the Well when Discharge from an Open Well is Given
Go
Verified
Discharge from an Open Well under a Depression Head
Go
Verified
Specific Capacity per unit Well Area when Discharge from an Open Well is Given
Go
4 More Recuperation Test Calculators
Go
Redwood Viscometer
(1)
Verified
Specific Weight of Sphere when Dynamic Viscosity is Given
Go
4 More Redwood Viscometer Calculators
Go
Reflection from Structures
(6)
Verified
Reflection Coefficient in Coastal Structures
Go
Verified
Reflection Coefficient in Coastal Structures with Dolos-armored Breakwaters - monochromatic waves
Go
Verified
Reflection Coefficient in Coastal Structures with Plane Slope-Irregular Waves
Go
Verified
Reflection Coefficient in Coastal Structures with Plane Slope-monochromatic Waves
Go
Verified
Reflection Coefficient in Coastal Structures with Rubble-mound Breakwaters
Go
Verified
Reflection Coefficient in Coastal Structures with Tetrapod-armored Breakwaters - Irregular Waves
Go
Relation between the Forces on the Prototype and Forces on the Model
(10)
Verified
Density of the fluid when Ratio of Inertial Forces and Viscous Forces is given
Go
Verified
Dynamic Viscosity when Ratio of Inertial Forces and Viscous Forces is given
Go
Verified
Inertial Forces using Newton’s friction model
Go
Verified
Inertial Forces when kinematic Viscosity is given
Go
Verified
Kinematic Viscosity when the Ratio of Inertial Forces and Viscous Forces is given
Go
Verified
Length when Ratio of Inertial Forces and Viscous Forces is given
Go
Verified
Length when the Kinematic Viscosity and Ratio of Inertial Forces and Viscous Forces is given
Go
Verified
Velocity when Ratio of Inertial Forces and Viscous Forces using Newton’s friction model is given
Go
Verified
Velocity when the Kinematic Viscosity and Ratio of Inertial Forces and Viscous Forces is given
Go
Verified
Viscous Forces using Newton’s friction model
Go
9 More Relation between the Forces on the Prototype and Forces on the Model Calculators
Go
Return Period and Encounter Probability
(4)
Verified
Cumulative Probability of design significant wave height for known Return Period
Go
Verified
Encounter Probability
Go
Verified
Return Period in terms of Cumulative Probability
Go
Verified
Time Interval associated with each data point for known Return Period
Go
8 More Return Period and Encounter Probability Calculators
Go
Salinity Variations with Tide
(1)
Verified
Rate of Energy Dissipation when Dimensionless Stratification Number is given
Go
21 More Salinity Variations with Tide Calculators
Go
Section Modulus
(2)
Verified
Breadth when Rectangular Section Modulus is Given
Go
Verified
Rectangular Section Modulus
Go
5 More Section Modulus Calculators
Go
Sediment Transport along Coasts
(10)
Verified
Deep Water Wave Height when Total Transport is given
Go
Verified
Refraction Coefficient at Breaker Line when Total Littoral Transport in Breaker Zone is given
Go
Verified
Refraction Coefficient at Breaker Line when Total Littoral Transport in the Breaker Zone is given
Go
Verified
Total Littoral Transport in the entire Breaker Zone
Go
Verified
Total Littoral Transport in the entire Breaker Zone in units of length^3/year
Go
Verified
Total Transport given by Galvin
Go
Verified
Wave Height in Deep Water when Total Littoral Transport in Breaker Zone is given
Go
Verified
Wave Height in Deepwater when Total Littoral Transport in the entire Breaker Zone is given
Go
Verified
Wave Speed in Deep Water when Total Littoral Transport in Breaker Zone is given
Go
Verified
Wave Speed in Deep Water when Total Littoral Transport in the entire Breaker Zone is given
Go
Seismic Loads
(3)
Verified
Fundamental period for reinforced concrete frames
Go
Verified
Fundamental period when seismic response coefficient is given
Go
Verified
Response modification factor
Go
18 More Seismic Loads Calculators
Go
Setting Out Curve using Offsets from Chords
(5)
Verified
Deflection Angle of First Chord
Go
Verified
First Offset when First Chord Length is Given
Go
Verified
Length of First Chord when Deflection Angle of First Chord is Given
Go
Verified
N-th Offset using Chords Produced
Go
Verified
Second Offset using Chord Lengths
Go
Shear Range
(4)
Verified
Allowable Horizontal Shear for Individual Connector for 100,000 cycles
Go
Verified
Allowable Horizontal Shear for welded studs for 100,000 cycles
Go
Verified
Allowable Horizontal Shear for welded studs for 500,000 cycles
Go
Verified
Moment of Inertia of Transformed Section when Horizontal Shear Range is Given
Go
8 More Shear Range Calculators
Go
Shear Stress
(1)
Verified
Distance from Centroid when Longitudinal Shear Stress is given
Go
3 More Shear Stress Calculators
Go
Shoaling, Refraction and Breaking
(22)
Verified
Beach Slope when Breaking wave and wave height at breaking point is Given
Go
Verified
Breaking Wave when wave height at Breaking Point is given
Go
Verified
Deep Water Wave Height when Shoaling Coefficient and Refraction Coefficient is Given
Go
Verified
Deepwater Wave Height when Shoaling and Refraction Coefficients are known
Go
Verified
Deepwater Wavelength when Shoaling Coefficient in Shallow Water is given
Go
Verified
Deepwater Wavelength when Wave Breaking and wave height at breaking point is Given
Go
Verified
Distance between Two Rays at a General Point
Go
Verified
Radian Frequency for Deep Water
Go
Verified
Reduced Shoaling Coefficient in shallow Water
Go
Verified
Refraction Coefficient
Go
Verified
Refraction Coefficient when Relative Change of Wave Height is Given
Go
Verified
Shoaling Coefficient
Go
Verified
Shoaling Coefficient in Shallow Water
Go
Verified
Shoaling Coefficient in terms of Wave Celerity
Go
Verified
The Shoaling Coefficient
Go
Verified
The Shoaling Coefficient in shallow Water
Go
Verified
Water Depth when Reduced Shoaling Coefficient in shallow Water
Go
Verified
Water Depth when Shoaling Coefficient in Shallow Water is given
Go
Verified
Wave Height at Breaking Point when Breaking Wave and Wave Height at breaking point is Given
Go
Verified
Wave Height when Shoaling and Refraction Coefficient is known
Go
Verified
Wave Height when Shoaling Coefficient and Refraction Coefficient is Given
Go
Verified
Wave Length when Reduced Shoaling Coefficient in shallow Water is given
Go
Sight Distances
(2)
Verified
Retardation of the Vehicle
Go
Verified
Velocity of Vehicle in kmph when Breaking Distance is Given
Go
15 More Sight Distances Calculators
Go
Skin Friction
(2)
Verified
Skin Friction Coefficient when Skin Friction of a Vessel is known
Go
Verified
Skin Friction of a Vessel due to the Flow of Water over Wetted Surface Area of the Vessel
Go
6 More Skin Friction Calculators
Go
SMB Prediction Method
(4)
Verified
Duration of Wind in SMB Prediction Method
Go
Verified
Period of the significant Wave in SMB Prediction Method is given
Go
Verified
Wind Speed for known Fetch Parameter in SMB Prediction Method
Go
Verified
Wind Speed when Duration of Wind in SMB Prediction Method is given
Go
5 More SMB Prediction Method Calculators
Go
Span length
(3)
Created
Length of Span when Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Created
Length of Span when Deflection Due to Prestressing for a Parabolic Tendon is given
Go
Created
Length of Span when Deflection Due to Prestressing for a Singly Harped Tendon is given
Go
Specific Capacity
(1)
Verified
Specific Capacity per unit Well Area of the Aquifer
Go
2 More Specific Capacity Calculators
Go
Specific Energy and Critical Depth
(6)
Verified
Datum Height when Total Energy per unit weight of water in the flow section is Given
Go
Verified
Depth of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
Go
Verified
Depth of flow when Total Energy per unit weight of water in the flow section is Given
Go
Verified
Discharge through Section Considering the Condition of Maximum Discharge
Go
Verified
Mean Velocity of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
Go
Verified
Mean Velocity of flow when Total Energy per unit weight of water in the flow section is Given
Go
17 More Specific Energy and Critical Depth Calculators
Go
Specific Gravity
(12)
Created
Specific Gravity when Angular Momentum at Inlet is given
Go
Created
Specific Gravity when Angular Momentum at Outlet is given
Go
Created
Specific Gravity when Mass of Fluid Striking Vane per Second is given
Go
Created
Specific Gravity when Power Delivered to the Wheel is given
Go
Created
Specific Gravity when Tangential Momentum of the Fluid Striking the Vanes at the Inlet is given
Go
Created
Specific Gravity when Tangential Momentum of the Fluid Striking the Vanes at the Outlet is given
Go
Created
Specific Gravity when Torque(T) Exerted by the Fluid is given
Go
Created
Specific gravity when work done at vane angle is 90 and velocity is zero
Go
Created
Specific Gravity when Work Done if the Jet Leaves in the Motion of the Wheel is given
Go
Created
Specific Gravity when Work Done if there is no Loss of Energy is given
Go
Created
Specific Gravity when Work Done on the Wheel per Second is given
Go
Created
Specific Weight when Torque(T) Exerted by the Fluid is given
Go
Specific Gravity
(10)
Created
Specific Gravity when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Created
Specific Gravity when Mass of Fluid Striking the Plate is given
Go
Created
Specific Gravity when Normal Thrust(Fx) Parallel to the Direction of Jet is given
Go
Created
Specific Gravity when Normal Thrust(Fy) Normal to the Direction of Jet is given
Go
Created
Specific Gravity when Work Done by the Jet per Second is given
Go
Created
Specific Weight when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Created
Specific Weight when Mass of Fluid Striking the Plate is given
Go
Created
Specific Weight when Normal Thrust(Fx) Parallel to the Direction of Jet is given
Go
Created
Specific Weight when Normal Thrust(Fy) Normal to the Direction of Jet is given
Go
Created
Specific Weight when Work Done by the Jet per Second is given
Go
Specific Gravity
(10)
Created
Specific Gravity of fluid when Mass of Fluid Striking the Vane per Second is given
Go
Created
Specific Gravity when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Created
Specific Gravity when Force Exerted by the Jet in the Direction of Flow of Jet is given
Go
Created
Specific Gravity when Force Exerted by the Jet with relative velocity is given
Go
Created
Specific Gravity when Work Done by the Jet on the Vane per Second is given
Go
Created
Specific Weight when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Created
Specific Weight when Force Exerted by the Jet in the Direction of Flow of Jet is given
Go
Created
Specific Weight when Force Exerted by the Jet with relative velocity is given
Go
Created
Specific Weight when Mass of Fluid Striking the Vanes per Second is given
Go
Created
Specific Weight when Work Done by the Jet on the Vane per Second is given
Go
Spillway and Siphon Spillway
(4)
Created
Coefficient of the spillway when discharge over an ogee spillway is given
Go
Created
Discharge(Q) over an Ogee Spillway
Go
Created
Head above the Crest when Discharge(Q) over an Ogee Spillway is given
Go
Created
Length of the Spillway when Discharge(Q) over an Ogee Spillway is given
Go
Spring
(16)
Verified
Deflection of Square Section Wire Spring
Go
Verified
Load when Deflection of Square Section Wire Spring is Given
Go
Verified
Mean radius when Deflection of Square Section Wire Spring is Given
Go
Verified
Mean Radius when Stiffness of Square Section Wire Spring is Given
Go
Verified
Modulus of Rigidity when Stiffness of spring is Given
Go
Verified
Number of active coils when Deflection of Square Section Wire Spring is Given
Go
Verified
Number of active spring coils when Stiffness of Square Section Wire Spring is Given
Go
Verified
Number of coils when Deflection of Square Section Wire Spring is Given
Go
Verified
Number of spring coils when Stiffness of Square Section Wire Spring is Given
Go
Verified
Springs in Parallel - Load
Go
Verified
Springs in Parallel - Spring Constant
Go
Verified
Springs in series- Deflections
Go
Verified
Springs in series- Spring constants
Go
Verified
Stiffness of Square Section Wire Spring
Go
Verified
Width when Deflection of Square Section Wire Spring is Given
Go
Verified
Width when Stiffness of Square Section Wire Spring is Given
Go
4 More Spring Calculators
Go
SSD
(4)
Verified
Stopping sight distance on a level ground with breaking efficiency n
Go
Verified
Stopping sight distance on an inclined surface with breaking efficiency n
Go
Verified
Stopping sight distance on an upward inclined surface
Go
Verified
Stopping sight distance when velocity in m/s is given
Go
2 More SSD Calculators
Go
Stability of Submerged and Floating Bodies
(4)
Created
Restoring Couple when Foating Body in Stable Equilibrium
Go
Created
Righting Couple when Floating Body in Unstable Equilibrium
Go
Created
Weight of the Body When Restoring Couple is given
Go
Created
Weight of the Body when Righting Couple is given
Go
Stalling and Lift-off Speeds
(6)
Verified
Aircraft Gross Wing Area when Vehicle Speed Under Steady Flight Conditions is Given
Go
Verified
Aircraft Gross Wing Area when Vehicle Stalling Speed is Given
Go
Verified
Lift Coefficient when Vehicle Speed Under Steady Flight Conditions is Given
Go
Verified
Maximum Attainable Lift Coefficient is Given when Vehicle Stalling Speed is Given
Go
Verified
Vehicle Speed Under Steady Flight Conditions
Go
Verified
Vehicle Stalling Speed when Maximum Attainable Lift Coefficient is Given
Go
Static Salt Wedge
(1)
Verified
Non-dimensional Intrusion or Salt Wedge Length
Go
7 More Static Salt Wedge Calculators
Go
Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law
(11)
Verified
Distance of Element from Center line when Head Loss is Given
Go
Verified
Distance of Element from Center line when Shear Stress at any Cylindrical Element is Given
Go
Verified
Distance of Element from Center line when Velocity Gradient at Cylindrical Element is Given
Go
Verified
Length of Pipe when Shear Stress at any Cylindrical Element is Given
Go
Verified
Maximum Velocity at axis of Cylindrical Element when Mean Velocity of Flow is Given
Go
Verified
Mean Velocity of Flow when Maximum Velocity at axis of Cylindrical Element is Given
Go
Verified
Mean Velocity of FLuid Flow
Go
Verified
Shear Stress at any Cylindrical Element
Go
Verified
Shear Stress at any Cylindrical Element when Head Loss is Given
Go
Verified
Specific Weight of Liquid when Shear Stress at any Cylindrical Element is Given
Go
Verified
Viscosity when Mean Velocity of Flow is Given
Go
8 More Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law Calculators
Go
Steel yield strength
(1)
Verified
Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given
Go
9 More Steel yield strength Calculators
Go
Strain
(3)
Created
Strain in the Prestressed Steel(εp) when Tension Force(Tp) is given
Go
Created
Strain(ε1) at the Selected Level when Average Strain Under Tension is given
Go
Created
Strain(εc) when Couple Force of the Cross Section(C) is given