Calculator A to Z
🔍
🔍
Chemistry
Engineering
Financial
Health
Math
Physics
Calculators Created by Mithila Muthamma PA
Mithila Muthamma PA
Coorg Institute of Technology
(CIT)
,
Coorg
1338
Formulas Created
442
Formulas Verified
255
Across Categories
List of Calculators by Mithila Muthamma PA
Following is a combined list of all the calculators that have been created and verified by Mithila Muthamma PA. Mithila Muthamma PA has created 1338 and verified 442 calculators across 255 different categories till date.
Group Velocity, Beats, Energy transport
(9)
Created
Group Velocity
Go
Created
Group Velocity when Wave Power per unit Crest Width is Given
Go
Created
Radian Frequency when Wave Propagation is Given
Go
Created
Surface Elevation
Go
Created
Total Energy per unit of Area when Wave Power per unit Crest Width is Given
Go
Created
Wave Power per unit Crest Width
Go
Created
Wave Speed
Go
Created
Wave Speed when Group Velocity is Given
Go
Created
Wavenumber when Wave Speed is Given
Go
Aborted Takeoff
(6)
Created
Distance to Accelerate and Stop when Full Strength Pavement Distance is Given
Go
Created
Field Length (Total Amount of Runway needed)
Go
Created
Full Strength Pavement Distance
Go
Created
Full Strength Pavement Distance when Field Length is Given
Go
Created
Stopway Distance when Field Length is Given
Go
Created
Stopway Distance when Full Strength Pavement Distance is Given
Go
Adjustment of Design Values for Connections with Fasteners
(5)
Created
Adjusted Design Value for Lateral Loading for Bolts
Go
Verified
Adjusted Design Value for Withdrawal for Nails and Spikes
Go
Verified
Adjusted Design Value for Withdrawal for Wood Screws
Go
Created
Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors
Go
Created
Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors
Go
8 More Adjustment of Design Values for Connections with Fasteners Calculators
Go
Aerodrome Reference Temperature
(3)
Created
Aerodrome Reference Temperature
Go
Created
Monthly Mean of Maximum Daily Temperature for the Hottest Month of the Year
Go
Created
Wheelbase when Turning Radius is Given
Go
Air Trip Distribution Models
(14)
Created
Constant of Proportionality for greater Air Trip Distances
Go
Created
Constant of Proportionality when Travel by Air Passengers between Cities i and j is Given
Go
Created
Constant of Proportionality when Travel by Air Passengers between Cities is Given
Go
Created
Cost of Travel between i and j when Travel by Air Passengers between Cities is Given
Go
Created
Distance between i and j when Travel by Air Passengers between Cities i and j is Given
Go
Created
Population of the Destination City when Travel by Air Passengers between Cities i and j is Given
Go
Created
Population of the Origin City when Travel by Air Passengers between Cities i and j is Given
Go
Created
Total Air Trips generated in City i for greater Air Trip Distances
Go
Created
Total Air Trips generated in City i when Travel by Air Passengers between Cities is Given
Go
Created
Total Air Trips generated in City j for greater Air Trip Distances
Go
Created
Total Air Trips generated in City j when Travel by Air Passengers between Cities is Given
Go
Created
Travel by Air Passengers between Cities i and j
Go
Created
Travel by Air Passengers between Cities i and j for greater Air Trip Distances
Go
Created
Travel by Air Passengers between Cities i and j in terms of Travel Cost
Go
Aircraft Runway Length Estimation
(26)
Created
True Mach Number
Go
Created
Aerodrome Reference Temperature when Corrected Take off Length is Given
Go
Created
Aircraft Gross Wing Area when Drag Force to the Vehicle Body is Given
Go
Created
Aircraft Gross Wing Area when Lifting Force provided by the Wing-body of the Vehicle is Given
Go
Created
Desired Take off Weight
Go
Created
Drag Coefficient Wing Area when Drag Force to the Vehicle Body is Given
Go
Created
Drag Force to the Vehicle Body
Go
Created
Friction Force due to Rolling Resistance
Go
Created
Fuel Weight to be Carried when Desired Take off Weight is Given
Go
Created
Lift Coefficient when Lifting Force provided by the Wing-body of the Vehicle is Given
Go
Created
Lifting Force provided by the Wing-body of the Vehicle
Go
Created
Lifting Force when Friction Force due to Rolling Resistance is Given
Go
Created
Operating Empty Weight when Desired Take off Weight is Given
Go
Created
Payload Carried when Desired Take off Weight is Given
Go
Created
Rolling Friction Coefficient when Friction Force due to Rolling Resistance is Given
Go
Created
Runway Elevation when Runway Take off Length Corrected for Elevation is Given
Go
Created
Runway Slope when Runway Take off Length Corrected for Elevation, Temperature and Slope is Given
Go
Created
Runway Take off Length Corrected for Elevation
Go
Created
Runway Take off Length Corrected for Elevation and Temperature
Go
Created
Runway Take off Length Corrected for Elevation, Temperature and Slope
Go
Created
Speed of Sound in terms of True Match Number
Go
Created
Takeoff Distance when demonstrated Distance to Clear an 11m (35 ft.) obstacle is Given
Go
Created
True Aircraft Speed in terms of Match Number
Go
Created
True Match Number when True Aircraft Speed
Go
Created
Vehicle Speed when Drag Force to the Vehicle Body is Given
Go
Created
Vehicle Speed when Lifting Force provided by the Wing-body of the Vehicle is Given
Go
Allowable Bending Moment
(5)
Created
Moment Resistance of Concrete when Compressive Stress is Given
Go
Created
Moment Resistance of Concrete when Kc is Given
Go
Created
Moment Resistance of Steel when Ks is Given
Go
Created
Moment Resistance of Steel when Steel Ratio is Given
Go
Created
Moment Resistance of Steel when Stress and Area are Given
Go
Analysis of Aquifer-Test Data
(4)
Created
Storage Coefficient From Theis Equation of Transmissivity
Go
Created
Theis Equation to Determine Storage Coefficient
Go
Created
Theis Equation to Determine Transmissivity
Go
Created
Transmissivity When Storage Coefficient is Given from Theis Equation
Go
Area Increment Method
(6)
Created
Depth at which Reservoir is Completely filled up
Go
Created
Difference in the Elevations of FRL and Original Bed of the Reservoir
Go
Created
Incremental Sediment Volume
Go
Created
Original Reservoir Area at the new Zero Level
Go
Created
Sediment Volume between Old Zero and New Zero Bed Level
Go
Created
Sediment Volume to be Distributed in the Reservoir
Go
Assessment of Available Power
(13)
Verified
Amount of Hydropower (P)
Go
Verified
Effective Head when Amount of Hydropower is given
Go
Verified
Effective Head when Energy through Hydraulic Turbines is given
Go
Verified
Efficiency of the Hydropower Station when Amount of Hydropower is given
Go
Verified
Efficiency of the Hydropower Station when Energy through Hydraulic Turbines is given
Go
Verified
Energy through Hydraulic Turbines
Go
Verified
Head (H) when Amount of Hydropower is given
Go
Verified
Head (H) when Energy through Hydraulic Turbines is given
Go
Verified
Head Loss when Amount of Hydropower is given
Go
Verified
Head Loss when Energy through Hydraulic Turbines is given
Go
Verified
Period of Flow when Energy through Hydraulic Turbines is given
Go
Verified
Rate of Flow of Water when Amount of Hydropower is given
Go
Verified
Rate of Flow of Water when Energy through Hydraulic Turbines is given
Go
Backwater Effect
(4)
Created
Actual Discharge from Backwater Effect on a Rating Curve-Normalized Curve
Go
Created
Normalized Discharge of Backwater Effect on a Rating Curve-Normalized Curve
Go
Created
Normalized Value of the Fall when Discharge is Given
Go
Created
The Actual Fall at a Stage when Actual Discharge is Given
Go
Barlow's Runoff Coefficient
(19)
Created
Annual Precipitation in the i-2'th year when Antecedent Precipitation is Given
Go
Created
Annual Precipitation in the i'th year when Antecedent Precipitation is Given
Go
Created
Barlow's formula for Runoff
Go
Created
Flat Partly Cultivated Stiff Soils with Average or Varying Rainfall
Go
Created
Flat Partly Cultivated Stiff Soils with Continuous Downpour
Go
Created
Flat Partly Cultivated Stiff Soils with with Light rain
Go
Created
Precipitation when Runoff is Given from Exponential Relationship
Go
Created
Runoff in Average Catchment with Average or Varying Rainfall
Go
Created
Runoff in Average Catchment with Continuous Downpour
Go
Created
Runoff in Average Catchment with Light Rain
Go
Created
Runoff in Flat Cultivated and Absorbent Soils with Average or Varying Rainfall
Go
Created
Runoff in Flat Cultivated and Absorbent Soils with Continuous Downpour
Go
Created
Runoff in Flat Cultivated and Absorbent Soils with Light Rain
Go
Created
Runoff in Hills and Plains with little Cultivation and Average or Varying Rainfall
Go
Created
Runoff in Hills and Plains with little Cultivation and Continuous Downpour
Go
Created
Runoff in Hills and Plains with little Cultivation and Light Rainfall
Go
Created
Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Average or Varying Rainfall
Go
Created
Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Continuous Downpour
Go
Created
Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Light Rain
Go
Base-Flow Separation
(2)
Created
Drainage Area when Time Interval from the Peak in Straight-Line Method
Go
Created
Time Interval from the Peak in Straight-Line Method
Go
Basic Relationship Of Thermodynamics
(25)
Verified
Absolute Pressure (P)
Go
Verified
Absolute Temperature when Absolute Pressure (P) is given
Go
Verified
Adiabatic Index
Go
Verified
Boyle's Law According to Adiabatic Process
Go
Verified
Boyle's Law According to Isothermal Process
Go
Verified
Boyle's Law when Mass Density is given
Go
Verified
Boyle's Law when Weight Density in Adiabatic Process is given
Go
Verified
Constant (K) when External Work Done in Adiabatic Process Introducing Pressure is given
Go
Verified
Continuity Equation for Compressible Fluids
Go
Verified
External Work Done by the Gas in Adiabatic Process
Go
Verified
External Work Done by the Gas in Adiabatic Process Introducing Pressure
Go
Verified
External Work Done by the Gas when Total Heat (H) Supplied to a Gas is given
Go
Verified
Gas Constant when Absolute Pressure (P) is given
Go
Verified
Increase in the Internal Energy when Total Heat (H) Supplied to a Gas is given
Go
Verified
Kinetic Energy (Ek) when Total Energy (Et) in a Compressible Fluids is given
Go
Verified
Mass Density when Absolute Pressure(P) is given
Go
Verified
Molecular Energy(Em) when Total Energy(Et) in a Compressible Fluids is given
Go
Verified
Potential Energy(Ee) when Total Energy(Et) in a Compressible Fluids is given
Go
Verified
Pressure (P1) when External Work Done by the Gas in Adiabatic Process Introducing Pressure is given
Go
Verified
Pressure Energy(Ep) when Total Energy(Et) in a Compressible Fluids is given
Go
Verified
Pressure when Constant is given
Go
Verified
Pressure(P2) when External Work Done by the Gas in Adiabatic Process Introducing Pressure is given
Go
Verified
Specific Volume(V1) when External Work Done in Adiabatic Process Introducing Pressure is given
Go
Verified
Total Heat (H) Supplied to a Gas
Go
Verified
Total Heat (H) Supplied to a Gas in a Isothermal Process
Go
1 More Basic Relationship Of Thermodynamics Calculators
Go
Basin Lag for Drainage Areas of the USA
(3)
Created
Basin Lag for Foot-Hill Drainage Area
Go
Created
Basin Lag for Mountainous Drainage Areas
Go
Created
Basin Lag for Valley Drainage Areas
Go
Beams
(2)
Verified
Beam Depth when Extreme Fiber Stress for a Rectangular Timber Beam is Given
Go
Verified
Beam Depth when Horizontal Shearing Stress is Given
Go
11 More Beams Calculators
Go
Bending Stresses
(2)
Verified
Dead Load Moment when Stress in Steel for Unshored Members is Given
Go
Verified
Stress in Steel for Shored Members
Go
7 More Bending Stresses Calculators
Go
Braking Distance
(12)
Created
Assumed Brake application speed when Distance for Deceleration in a normal Braking mode is Given
Go
Created
Deceleration rate when Distance for Deceleration in a normal Braking mode (S3) is Given
Go
Created
Deceleration rate when Distance for Deceleration in a normal Braking mode is Given
Go
Created
Distance required for Deceleration in a normal Braking mode to a Nominal Takeoff Speed
Go
Created
Distance required for Deceleration in a normal Braking mode to a Nominal Takeoff Speed (S3)
Go
Created
Distance required for Transition from Maingear Touchdown to create Stabilized Braking Configuration
Go
Created
Distance required for Transition from Maingear Touchdown to create Stabilized Braking Configuration
Go
Created
Nominal Turn-Off Speed when Distance for Deceleration in a normal Braking mode is Given
Go
Created
Nominal Turn-off Speed when Distance required for Deceleration in a normal Braking mode is Given
Go
Created
Threshold Speed when Distance required for Transition from Maingear Touchdown is given
Go
Created
Threshold Speed when when Distance for Deceleration in a normal Braking mode is Given
Go
Created
Vehicle Speed when Distance required for Transition from Maingear Touchdown is Given
Go
Capillary Tube Viscometer
(2)
Verified
Dynamic Viscosity when Discharge of pipe over length is Given
Go
Verified
Specific Weight of Liquid when Dynamic Viscosities is Given
Go
17 More Capillary Tube Viscometer Calculators
Go
Catenary
(2)
Verified
Catenary Length measured from the Low Point of the Simple Cable with a UDL
Go
Verified
Tension at any Point when Catenary Length of the Simple Cable with a UDL is Given
Go
3 More Catenary Calculators
Go
Catenary Cable Sag and Distance between Supports
(2)
Verified
Span of Cable when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
Go
Verified
Total Sag when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
Go
4 More Catenary Cable Sag and Distance between Supports Calculators
Go
Circular section
(1)
Verified
Wetted Area when Discharge through Channels is Given
Go
19 More Circular section Calculators
Go
Clark's Method for IUH
(8)
Created
Discharge at Infliction when Constant K is Given
Go
Created
Equation for Constant K
Go
Created
Inflow at the Beginning of Time Interval for Routing of the Time-Area Histogram
Go
Created
Inflow Rate between Inter-Isochrone Area
Go
Created
Inter-Isochrone Area when Inflow is Given
Go
Created
Outflow at the Beginning of Time Interval for Routing of the Time-Area Histogram
Go
Created
Outflow at the End of Time Interval for Routing of the Time-Area Histogram
Go
Created
Time Interval at Inter-Isochrone Area when Inflow is Given
Go
Coaxial Cylinder Viscometers
(2)
Verified
Shear Stress on Cylinder when Torque exerted on Inner Cylinder is Given
Go
Verified
Total Torque
Go
20 More Coaxial Cylinder Viscometers Calculators
Go
Coefficient of Permeability
(25)
Created
Aquifer Thickness when Transmissivity of the Aquifer is Given
Go
Created
Coefficient of Permeability at the Temperature of the Permeameter Experiment
Go
Created
Coefficient of Permeability from analogy of Laminar Flow through a Conduit (Hagen–Poiseuille)
Go
Created
Coefficient of Permeability when Specific or Intrinsic Permeability is Given
Go
Created
Coefficient of Permeability when Standard Value of the Coefficient of Permeability is Given
Go
Created
Coefficient of Permeability when Transmissibility is Given
Go
Created
Cross-Sectional Area when Coefficient of Permeability at Permeameter Experiment is Given
Go
Created
Discharge when Coefficient of Permeability at Permeameter Experiment is Given
Go
Created
Dynamic Viscosity of the Fluid of Laminar Flow through a Conduit (Hagen–Poiseuille flow)
Go
Created
Dynamic Viscosity when Specific or Intrinsic Permeability is Given
Go
Created
Equation for Specific or Intrinsic Permeability
Go
Created
Equivalent Permeability when Transmissivity of the Aquifer is Given
Go
Created
Kinematic Viscosity
Go
Created
Kinematic Viscosity at 20° Celsius when Standard Value of Coefficient of Permeability is Given
Go
Created
Kinematic Viscosity at t° Celsius when Standard Value of Coefficient of Permeability is Given
Go
Created
Length when Coefficient of Permeability at Permeameter Experiment is Given
Go
Created
Mean Particle Size of the Porous Medium of Laminar Flow through a Conduit (Hagen–Poiseuille flow)
Go
Created
Specific or Intrinsic Permeability when Coefficient of Permeability is Given
Go
Created
Specific or Intrinsic Permeability when Dynamic Viscosity is Given
Go
Created
Specific or Intrinsic Permeability when Kinematic Viscosity is Given
Go
Created
Standard Value of the Coefficient of Permeability
Go
Created
Transmissibility when Coefficient of Permeability is Given
Go
Created
Transmissivity of the Aquifer when Equivalent Permeability is Given
Go
Created
Unit Dimension of the Aquifer when Transmissivity is Given
Go
Created
Unit Weight of the Fluid
Go
Column Stability and Buckling Stiffness Factors
(1)
Created
Slenderness Ratio for Beams
Go
Compass Surveying
(1)
Verified
Magnetic Declination to West
Go
11 More Compass Surveying Calculators
Go
Compressibility of Aquifers
(4)
Created
Barometric Efficiency in terms of Compressibility Parameters
Go
Created
Coefficient of Storage for an Unconfined Aquifer
Go
Created
Discharge per Unit Width of Aquifer
Go
Created
Saturated Thickness of the Aquifer when Coefficient of Storage for an Unconfined Aquifer is Given
Go
Computation of Uniform Flow
(2)
Verified
Bed Slope when Discharge through Manning's Formula is Given
Go
Verified
Roughness Coefficient when Conveyance of Section through Manning's Formula is Given
Go
17 More Computation of Uniform Flow Calculators
Go
Confidence Limits
(8)
Created
Equation for Confidence Interval of the Variate
Go
Created
Equation for Confidence Interval of the Variate
Go
Created
Equation for Confidence Interval of the Variate bounded by x2
Go
Created
Equation for Confidence Interval of the Variate bounded by X2
Go
Created
Equation for the Variate 'b' with respect to Frequency Factor
Go
Created
Probable Error
Go
Created
Sample Size when Probable Error is Given
Go
Created
Variate 'b' when Probable Error is Given
Go
Confined Groundwater Flow between Water Bodies
(7)
Created
Aquifer Thickness when Discharge is Known
Go
Created
Area of Well when Specific Capacity per unit Well Area of the Aquifer is Given
Go
Created
Coefficient of Permeability when Discharge is known
Go
Created
Discharge Per Unit Width of the Aquifer
Go
Created
Equation for Head in Confined Groundwater Flow
Go
Created
Length when Discharge per Unit Width of Aquifer is Known
Go
Created
Proportionality Constant when Specific Capacity per unit Well Area of the Aquifer is Given
Go
Construction Safety Management
(8)
Verified
Injury Frequency Rate
Go
Verified
Injury Frequency Rate when Injury Index is Known
Go
Verified
Injury Index
Go
Verified
Injury Severity Rate
Go
Verified
Number of Days Lost when Severity Rate is Given
Go
Verified
Number of Disabling Injuries when Frequency Rate is Known
Go
Verified
Number of Man-Hour worked when Frequency Rate is Known
Go
Verified
Severity Rate when Injury Index is Known
Go
Continued Takeoff
(9)
Created
Clearway Distance for a Continued Takeoff
Go
Created
Clearway Distance when Field Length under Continued Takeoff is Given
Go
Created
Clearway Distance when Takeoff Run is Given
Go
Created
Distance of the 35 ft. Obstacle when Takeoff Run is Given
Go
Created
Distance to Clear 35 ft. Obstacle when Clearway Distance for a Continued Takeoff is Given
Go
Created
Field Length (Total Amount of Runway Needed) under Continued Takeoff
Go
Created
Full Strength Pavement Distance when Field Length is Given
Go
Created
Liftoff Distance when Clearway Distance for a Continued Takeoff is Given
Go
Created
Takeoff Run for Continued Takeoff
Go
Conventional Airport Forecast Methods
(6)
Created
Domestic Passenger Enplanement
Go
Created
Domestic Passenger Enplanement in Location i
Go
Created
Percent Market Share for Airport
Go
Created
Percent Market Share for Region 'j'
Go
Created
Percent Market Share of State 's' of total U.S. Market
Go
Created
Total Scheduled Domestic Passenger Enplanement
Go
Critical Flow And Its Computation
(1)
Verified
Discharge when Critical Depth for Triangular Channel is Given
Go
15 More Critical Flow And Its Computation Calculators
Go
Critical Path Method
(4)
Verified
Free Float
Go
Verified
Independent Float
Go
Verified
Interfering Float
Go
Verified
Total Float
Go
Culverts on Subcritical Slopes
(1)
Verified
Head on Entrance measured from Bottom of Culvert
Go
13 More Culverts on Subcritical Slopes Calculators
Go
Darcy – Weisbach Equation
(5)
Verified
Discharge when Total Required Power is Given
Go
Verified
Length of Pipe when Total Required Power is Given
Go
Verified
Length of Pipe when Total Required Power with Discharge is Given
Go
Verified
Pressure Gradient when Total Required Power with Discharge is Given
Go
Verified
Total Required Power when Discharge is Given
Go
28 More Darcy – Weisbach Equation Calculators
Go
Dash - Pot Mechanism
(1)
Verified
Pressure Drop over the Piston
Go
35 More Dash - Pot Mechanism Calculators
Go
Density of Sediment Deposits
(8)
Created
Average Unit Weight of Deposit
Go
Created
Equation for Unit Weight of Deposit
Go
Created
Equation for Weighted Value of Sand, Silt and Clay
Go
Created
Initial Unit Weight when Average Unit Weight of Deposit is Given
Go
Created
Percentage of Clay when Unit Weight of Deposit is Given
Go
Created
Percentage of Sand when Unit Weight of Deposit is Given
Go
Created
Percentage of Silt when Unit Weight of Deposit is Given
Go
Created
Weighted Value when Average Unit Weight of Deposit is Given
Go
Design of a Solid Bowl Centrifuge for Sludge Dewatering
(1)
Verified
Percent Polymer Concentration when Polymer Feed Rate as Volumetric Flow Rate is Given
Go
32 More Design of a Solid Bowl Centrifuge for Sludge Dewatering Calculators
Go
Design of Fillets
(12)
Created
Aircraft Datum Length when Length of each Wedge-shaped End of Fillet is Given
Go
Created
Distance along the Straight Taxiway Center line when Length of each End of Fillet is Given
Go
Created
Length of Each Wedge-Shaped End of the Fillet
Go
Created
Maximum Deviation permissible without Filleting
Go
Created
Maximum Value of the Deviation of the Main Undercarriage when Radius of the Fillet is Given
Go
Created
Minimum Safety Margin when Maximum Deviation permissible without Filleting is Given
Go
Created
Minimum Safety Margin when Radius of the Fillet is Given
Go
Created
Radius of Taxiway Centerline when Radius of the Fillet is Given
Go
Created
Radius of the Fillet
Go
Created
Taxiway Width when Maximum Deviation permissible without Filleting is Given
Go
Created
Track of Main Undercarriage when Maximum Deviation permissible without Filleting is Given
Go
Created
Track of Main Undercarriage when Radius of the Fillet is Given
Go
Design of Rapid Mix Basin and Flocculation Basin
(4)
Verified
Dynamic Viscosity when Power Requirement for Flocculation is Given
Go
Verified
Mean Velocity Gradient when Power Requirement for Flocculation is Given
Go
Verified
Power Requirement for Flocculation in Direct Filtration Process
Go
Verified
Volume of Flocculation Basin when Power Requirement for Flocculation is Given
Go
15 More Design of Rapid Mix Basin and Flocculation Basin Calculators
Go
Determination of Evapotranspiration
(11)
Created
Adjustment Related to the Latitude of the Place when Potential Evapotranspiration is Given
Go
Created
consumptive use of water for large areas
Go
Created
Equation for a Constant Depending upon the Latitude in Net Radiation of Evaporable Water Equation
Go
Created
Equation for Blaney-Criddle
Go
Created
Equation for Net Radiation of Evaporable Water
Go
Created
Equation for Parameter Including Wind Velocity and Saturation Deficit
Go
Created
Mean Monthly Air Temperature when Potential Evapotranspiration is Given in Thornthwaite Equation
Go
Created
Net Radiation of Evaporable water when Daily Potential Evapotranspiration is Given
Go
Created
Parameter Including Wind Velocity and Saturation Deficit
Go
Created
Penman's Equation
Go
Created
Thornthwaite Formula
Go
Development of Tensile Reinforcement
(4)
Created
Applied Shear at Section when Development Length for Simple Support is Given
Go
Created
Computed Flexural Strength when Development Length for Simple Support is Given
Go
Created
Development Length for Simple Support
Go
Created
Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given
Go
Dhruv Narayan Et Al's Equation
(2)
Created
Annual Runoff Volume
Go
Created
Annual Sediment Yield Rate
Go
Dilution Technique of Streamflow Measurements
(4)
Created
Average Depth of the Stream when Length of Reach is Given
Go
Created
Average Width of the Stream when Mixing Length is Given
Go
Created
Discharge in the Stream by Constant Rate Injection Method
Go
Created
Length of Reach
Go
Distance-Drawdown Analysis
(10)
Created
Drawdown across One Log Cycle from Distance-Drawdown Graphs when Transmissivity is Given
Go
Created
Drawdown across One Log Cycle when Transmissivity is Given for Inconsistent Units
Go
Created
Pumping Rate from Distance-Drawdown Graphs when Transmissivity is Given
Go
Created
Pumping Rate when Transmissivity is Given for Inconsistent Units from Distance-Drawdown Graphs
Go
Created
Storage Coefficient for Inconsistent Units from Distance-Drawdown Graphs
Go
Created
Storage Coefficient from Distance-Drawdown Graphs
Go
Created
Time at which the Drawdowns were Measured when Storage Coefficient is Given
Go
Created
Transmissivity for Inconsistent Units from Distance-Drawdown Graphs
Go
Created
Transmissivity from Distance-Drawdown Graphs
Go
Created
Transmissivity when Storage Coefficient from Distance-Drawdown Graphs is Given
Go
Droughts
(2)
Created
Actual Evapotranspiration when Aridity Index is Given
Go
Created
Aridity Index
Go
Earth Quantities Hauled
(1)
Verified
Original Volume of Soil when Compacted Volume of Soil is Given
Go
8 More Earth Quantities Hauled Calculators
Go
Economics of Project Management
(3)
Verified
Fixed Cost
Go
Verified
Total Cost
Go
Verified
Total Variable Cost
Go
6 More Economics of Project Management Calculators
Go
Elbow Meter
(1)
Verified
Differential Pressure Head of Elbow Meter when Discharge is Given
Go
3 More Elbow Meter Calculators
Go
Electromagnetic Method
(2)
Created
Annual Precipitation in the i-1'th year when Antecedent Precipitation is Given
Go
Created
Measurement for Discharge
Go
Element Strength
(4)
Verified
Elastic Local Buckling Stress
Go
Verified
Flat Width Ratio of Stiffened Element when Elastic Local Buckling Stress is Given
Go
Verified
Flat Width Ratio of Stiffened Element when Moment of Inertia is Established
Go
Verified
Minimum Allowable Moment of Inertia
Go
10 More Element Strength Calculators
Go
Empirical Area Reduction Method
(18)
Created
Difference in Elevations and Original bed of Reservoir when New Total Depth of Reservoir is Given
Go
Created
Difference in the Elevations of FRL and Original bed of Reservoir
Go
Created
Difference in the Elevations of FRL and Original bed of Reservoir when new Relative Depth is Given
Go
Created
Height above the Reservoir Bed when Relative Depth is Given
Go
Created
Height up to which Sediment completely fills up when new Relative Depth is Given
Go
Created
New Total Depth of the Reservoir
Go
Created
Relative Area for Reservoir Type I (Lake)
Go
Created
Relative Area for Reservoir Type II (Flood Plain, Foot-Hill Region)
Go
Created
Relative Area for Reservoir Type III (Hilly Region)
Go
Created
Relative Area for Reservoir Type IV (Gorge)
Go
Created
Relative Area when Soil Erodibility Factor is Known
Go
Created
Relative Depth at the New Zero Elevation
Go
Created
Sediment Area at any Height above the Datum
Go
Created
Soil Erodibility Factor
Go
Created
Volume of Sediment Deposited between two Consecutive Heights by Average End Area Method
Go
Created
Volume of Sediment Deposited between two Consecutive Heights by Weighted Area Method
Go
Created
Volume of Sediment Deposition when Incremental Area is Given
Go
Created
Volume of Sediment to be Distributed
Go
Energy Budget Method
(4)
Created
Bowen’s Ratio
Go
Created
Energy Balance to the Evaporating Surface in a period of one day
Go
Created
Evaporation from Energy Budget Method
Go
Created
Heat Energy used up in Evaporation
Go
Estimation of Flood
(16)
Created
Baird and Mcillwraith Formula for maximum flood discharge
Go
Created
Catchment Area when maximum Flood Discharge is known in Dickens Formula
Go
Created
Catchment Area when maximum Flood Discharge is known in Ryve’s formula
Go
Created
Dicken's Formula
Go
Created
Drainage Area when Peak Discharge given in Field Application
Go
Created
Fuller's formula for Maximum Flood Discharge
Go
Created
Inglis Formula for areas between 160 to 1000 km^2
Go
Created
Inglis Formula for Larger Areas
Go
Created
Inglis Formula for Small Areas
Go
Created
Jarvis formula for Peak Discharge
Go
Created
Kirpich Equation
Go
Created
Mean Annual Flood proposed by Natural Environment Research Council
Go
Created
Peak Discharge equation based on field application
Go
Created
Peak Value of the Runoff
Go
Created
Rational Method of Peak Discharge
Go
Created
Ryves Formula
Go
Euler's Equation of Motion
(1)
Verified
Pressure Head for a Steady Non Viscous Flow
Go
9 More Euler's Equation of Motion Calculators
Go
Evapotranspiration
(5)
Created
Actual Evapotranspiration
Go
Created
Change in Moisture Storage
Go
Created
Precipitation when Change in Moisture Storage is Given
Go
Created
Runoff when Change in Moisture Storage is Given
Go
Created
Subsurface Outflow when Change in Moisture Storage is Given
Go
Flat Plate Construction
(4)
Created
Clear Span in Direction Moments when Total Static Design Moment is Given
Go
Created
Strip Width when Total Static Design Moment is Given
Go
Created
Total Static Design Moment in a Strip
Go
Created
Uniform Design Load per Unit of Slab Area when Total Static Design Moment is Given
Go
2 More Flat Plate Construction Calculators
Go
Flat Plate Inclined at an Angle to the Jet
(18)
Verified
Cross Sectional Area of Jet when Dynamic Thrust (Fx) Parallel to the Direction of Jet is given
Go
Verified
Cross Sectional Area of Jet when Dynamic Thrust (Fy) Normal to the Direction of Jet is given
Go
Verified
Cross Sectional Area of Jet when Thrust Exerted in the Direction of Normal to the Plate is given
Go
Verified
Discharge Flowing in the Direction Parallel to the Plate
Go
Verified
Discharge Flowing by Jet
Go
Verified
Discharge Flowing in the Direction Normal to the Plate (Q1)
Go
Verified
Dynamic Thrust (Fx) Parallel to the Direction of Jet
Go
Verified
Dynamic Thrust (Fy) Normal to the Direction of Jet
Go
Verified
Specific Gravity when Dynamic Thrust (Fx) Parallel to the Direction of Jet is given
Go
Verified
Specific Gravity when Dynamic Thrust Exerted in the Direction of Normal to the Plate is given
Go
Verified
Specific Gravity when Thrust Exerted in the Direction of Normal to the Plate is given
Go
Verified
Specific Weight when Dynamic Thrust (Fx) Parallel to the Direction of Jet
Go
Verified
Specific Weight when Dynamic Thrust (Fy) Normal to the Direction of Jet is given
Go
Verified
Specific Weight when Thrust Exerted in the Direction of Normal to the Plate is given
Go
Verified
Thrust Exerted in the Direction of Normal to the Plate
Go
Verified
Velocity of fluid when Thrust Exerted in the Direction of Normal to the Plate is given
Go
Verified
Velocity of fluid when Dynamic Thrust (Fx) Parallel to the Direction of Jet is given
Go
Verified
Velocity of fluid when Dynamic Thrust (Fy) Normal to the Direction of Jet is given
Go
Flat Plate Inclined at an Angle to the Jet
(6)
Verified
Absolute Velocity(V) when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified
Cross Sectional Area when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified
Dynamic Thrust Exerted by the Jet on the Plate
Go
Verified
Specific Gravity when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified
Specific Weight when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified
Velocity of Jet(u) when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
22 More Flat Plate Inclined at an Angle to the Jet Calculators
Go
Flat Plate Normal to the Jet
(5)
Verified
Area of Cross Section of Jet when Force Exerted by the Stationary Plate on the Jet is given
Go
Verified
Force Exerted by the Stationary Plate on the Jet
Go
Verified
Specific Gravity when Force Exerted by the Stationary Plate on the Jet is given
Go
Verified
Specific Weight when Force Exerted by the Stationary Plate on the Jet is given
Go
Verified
Velocity when Force Exerted by the Stationary Plate on the Jet is given
Go
5 More Flat Plate Normal to the Jet Calculators
Go
Flat Plate Normal to the Jet
(10)
Verified
Absolute Velocity(V) when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified
Cross Sectional Area when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified
Cross Sectional Area when Work Done by the Jet on the Plate per Second is given
Go
Verified
Dynamic Thrust Exerted by the Jet on the Plate
Go
Verified
Specific Gravity when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified
Specific Gravity when Work Done by the Jet on the Plate per Second is given
Go
Verified
Specific weight when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified
Specific Weight when Work Done by the Jet on the Plate per Second is given
Go
Verified
Velocity of Jet(u) when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified
Work Done by the Jet on the Plate per Second
Go
7 More Flat Plate Normal to the Jet Calculators
Go
Flat Slab Construction
(1)
Created
Maximum Slab Thickness
Go
Flood Frequency Studies
(2)
Created
General Equation of Hydrologic Frequency Analysis
Go
Created
Mean of the Variate
Go
Flood Routing
(18)
Created
Average Inflow denoting the beginning and end of Time Interval
Go
Created
Average Inflow when Change in Storage is Given
Go
Created
Average Outflow denoting the beginning and end of Time Interval
Go
Created
Average Outflow in Time when Change in Storage is Given
Go
Created
Change in Storage
Go
Created
Change in Storage denoting the beginning and end of Time Interval
Go
Created
Change in Storage denoting the beginning and end of Time Interval with respect to Inflow and Outflow
Go
Created
Inflow at the Beginning of Time Interval when Average Inflow is Given
Go
Created
Inflow at the End of Time Interval when Average Inflow is Given
Go
Created
Inflow Rate when Rate of Change of Storage is Given
Go
Created
Outflow at the Beginning of Time Interval when Average Inflow is Given
Go
Created
Outflow at the End of Time Interval when Average Inflow is Given
Go
Created
Outflow Rate when Rate of Change of Storage is Given
Go
Created
Rate of Change of Storage
Go
Created
Storage at the beginning of Time Interval
Go
Created
Storage at the end of Time Interval
Go
Created
Storage at the End of Time Interval
Go
Created
Storage at the the Beginning of Time Interval
Go
Flow Over a Rectangular Sharp-Crested Weir or Notch
(27)
Verified
Bazins Formula for Discharge if the Velocity is Considered
Go
Verified
Bazins Formula for Discharge if the Velocity is not Considered
Go
Verified
Coefficient (m) for Bazins Formula
Go
Verified
Coefficient (m1) for Bazins Formula if velocity is considered
Go
Verified
Coefficient (M1) when Bazins Formula for Discharge if the Velocity is Considered is given
Go
Verified
Coefficient of Discharge (Cd) when Discharge (Q) Passing Over the Weir is given
Go
Verified
Depth of Flow of Water in the Channel (H+Z) when Velocity Approach (Va) is given
Go
Verified
Discharge (Q) Passing Over the Weir
Go
Verified
Discharge (Q) when the End Contractions is Suppressed and Velocity is Considered
Go
Verified
Discharge (Q) when the End Contractions is Suppressed and Velocity is not Considered
Go
Verified
Discharge (Q) when Velocity Approach (Va) is given
Go
Verified
Francis Formula for the Discharge (Q) for Rectangular Notch if the Velocity is Considered
Go
Verified
Francis Formula for the Discharge (Q) for rectangular notch if the Velocity not Considered
Go
Verified
Head (H) Over the Crest when Discharge (Q) Passing Over the Weir is given
Go
Verified
Head (H) when Bazins Formula for Discharge if the Velocity is not Considered is given
Go
Verified
Head (H) when Coefficient for Bazins Formula is given
Go
Verified
Head (H1) when Bazins Formula for Discharge if the Velocity is Considered is given
Go
Verified
Head (H1) when Coefficient (m1) for Bazins Formula if velocity is considered
Go
Verified
Length of the Crest when Discharge (Q) Passing Over the Weir is given
Go
Verified
Length of the Crest when Discharge (Q), Contractions is Suppressed, Velocity is Considered is given
Go
Verified
Length of the Crest when Discharge, Contractions is Suppressed, Velocity is not Considered is given
Go
Verified
Length of the Crest when Francis Formula Discharge (Q) if the Velocity is Considered is given
Go
Verified
Length of the Crest when Francis Formula Discharge (Q) if the Velocity not Considered is given
Go
Verified
Length when Bazins Formula for Discharge if the Velocity is Considered is given
Go
Verified
Length when Bazins Formula for Discharge if the Velocity is not Considered is given
Go
Verified
Velocity Approach (Va)
Go
Verified
Width of the Channel (B) when Velocity Approach (Va) is given
Go
21 More Flow Over a Rectangular Sharp-Crested Weir or Notch Calculators
Go
Flow-Duration Curve
(3)
Created
Number of Data Points when Percentage Probability of the Flow Magnitude is Given
Go
Created
Order Number of the Discharge when Percentage Probability of the Flow Magnitude is Given
Go
Created
Percentage Probability of the Flow Magnitude
Go
Flow-Measuring Structures
(4)
Created
Discharge at the Structure
Go
Created
Free Flow Discharge under the Head when Submerged Flow over a Weir is Given
Go
Created
Head Over the Weir when Discharge is Given
Go
Created
Submerged Flow over a Weir estimated by Villemonte Formula
Go
Forces Driving Ocean Currents
(14)
Created
Angular Speed of Earth when Coriolis Frequency is Given
Go
Created
Coriolis Frequency
Go
Created
Coriolis Frequency when Horizontal Component of Coriolis Acceleration is Given
Go
Created
Drag Coefficient
Go
Created
Drag Coefficient when Wind Stress is Given
Go
Created
Horizontal Component of Coriolis Acceleration when Coriolis Frequency is Given
Go
Created
Horizontal Speed Across Earth’s Surface when Coriolis Frequency is Given
Go
Created
Horizontal Speed Across Earth’s Surface when Horizontal Component of Coriolis Acceleration is Given
Go
Created
Latitude when Coriolis Frequency is Given
Go
Created
Latitude when Magnitude of the Horizontal Component of Coriolis Acceleration is Given
Go
Created
Magnitude of the Horizontal Component of Coriolis Acceleration
Go
Created
Wind Speed at a Height 10 m when Drag Coefficient is Given
Go
Created
Wind Speed at a Height 10 m when Wind Stress is Given
Go
Created
Wind Stress
Go
Forest Products Laboratory Recommendations
(1)
Verified
Allowable Compressive Stress in a Rectangular Section
Go
4 More Forest Products Laboratory Recommendations Calculators
Go
Formulas for Earthmoving
(3)
Verified
Grade Resistance Factor when Grade Resistance for Motion on a Slope is Given
Go
Verified
Rolling Resistance Factor when Rolling Resistance is Given
Go
Verified
Tire Penetration when Rolling Resistance is Given
Go
12 More Formulas for Earthmoving Calculators
Go
Generation-Distribution Models
(15)
Created
Air Trips between i and j
Go
Created
Air Trips in Year y for the Stated Purpose under Leisure Category
Go
Created
Country Pair Relation Index when Air Traffic between Stations i and j is Given
Go
Created
Distance between Cities i and j when Volume of Air Passenger Traffic between the Cities is Given
Go
Created
Factor to adjust for Quantum Effects when Air Trips between i and j is Given
Go
Created
Income for Leisure when Air Trips for the Stated Purpose under Leisure Category is Given
Go
Created
Mode-Specific Econometric Model for Air Traffic between Stations i and j
Go
Created
Population at i when Air Trips between i and j is Given
Go
Created
Population at Origin when Air Trips in Year y for the Stated Purpose under Leisure Category
Go
Created
Population of City i when Volume of Air Passenger Traffic between City i and City j
Go
Created
Population of City j when Volume of Air Passenger Traffic between City i and City j
Go
Created
Respective portions of the City j Populations with respect to Income
Go
Created
Respective portions of the Population at City i with respect to Income
Go
Created
Time in Years when Air Trips between i and j is Given
Go
Created
Volume of Air Passenger Traffic between City i and City j
Go
Goodrich Method
(6)
Created
Inflow at the Beginning of Time Interval
Go
Created
Inflow at the End of Time Interval
Go
Created
Outflow at the Beginning of Time Interval
Go
Created
Outflow at the End of Time Interval
Go
Created
Water Surface Elevation at (i+1)th step in Standard Fourth-Order Runge-Kutta Method
Go
Created
Water Surface Elevation at i'th step in Standard Fourth-Order Runge-Kutta Method
Go
Groundwater Hydrology
(25)
Created
Apparent Velocity of Seepage
Go
Created
Apparent Velocity of Seepage when Discharge and Cross-Sectional Area is Given
Go
Created
Apparent Velocity of Seepage when Reynolds Number of Value Unity is Given
Go
Created
Apparent Velocity when Bulk Pore Velocity is Given
Go
Created
Bulk Pore Velocity
Go
Created
Coefficient of Permeability when Apparent Velocity of Seepage is Given
Go
Created
Darcy's Law
Go
Created
Elevation Head When Total Head is Given
Go
Created
Hydraulic Gradient when Apparent Velocity of Seepage is Given
Go
Created
Kinematic Viscosity of Water when Reynolds Number of Value Unity is Given
Go
Created
Porosity
Go
Created
Porosity when Bulk Pore Velocity is Given
Go
Created
Porosity when Specific Yield and Specific Retention Given
Go
Created
Pressure Head When Total Head is Given
Go
Created
Representative Particle Size when Reynolds Number of Value Unity is Given
Go
Created
Reynolds Number of Value Unity
Go
Created
Specific Retention
Go
Created
Specific Yield
Go
Created
Total Head
Go
Created
Total Volume of Soil or Rock Sample when Porosity is Given
Go
Created
Total Volume of Soil or Rock Sample When Specific Retention is Given
Go
Created
Total Volume of Soil or Rock Sample When Specific Yield is Given
Go
Created
Volume of Solids in the Sample When Porosity is Given
Go
Created
Volume of Water Retained in Total Volume Soil or Rock Sample when Specific Retention is Given
Go
Created
Volume of Water that Drains from Total Volume Soil or Rock Sample when Specific Yield is Given
Go
Groundwater Level Fluctuation and Specific Yield Method
(23)
Created
Base flow when Possible Recharge is Given
Go
Created
Catchment Area when Recharge is Given
Go
Created
Equation for Base Flow into the Stream from the Area
Go
Created
Equation for Catchment Area when Specific Yield is Given
Go
Created
Equation for Gross Recharge due to Rainfall and other Sources
Go
Created
Equation for Gross Water Draft
Go
Created
Equation for Net Ground Water Flow into the Area across the Boundary
Go
Created
Equation for Recharge from Irrigation in a Area
Go
Created
Equation for Recharge from Rainfall
Go
Created
Equation for Recharge from Tanks and Ponds
Go
Created
Equation for Recharge from the Stream into the Ground water Body
Go
Created
Equation for Recharge from Water Conservation Structures
Go
Created
Equation for Recharge when Specific Yield is Given
Go
Created
Equation for Specific Yield
Go
Created
Equation for Water Level Fluctuation
Go
Created
Gross Water Draft when Recharge is Given
Go
Created
Net Ground Water Flow when Possible Recharge is Given
Go
Created
Possible Recharge when Gross Recharge due to Rainfall is Given
Go
Created
Possible Recharge when other Recharge factors are established
Go
Created
Rainfall Intensity when Kinetic Energy of the Storm is Known
Go
Created
Recharge from the Stream into the Ground water Body when Possible Recharge is Given
Go
Created
Specific Yield when Recharge is Given
Go
Created
Water Level Fluctuation when Possible Recharge is Given
Go
Groundwater Velocity
(2)
Created
The Rate of Movement Through an Aquifer and a Confining Bed
Go
Created
Velocity Equation of Hydraulics
Go
Gumbel's Method
(12)
Created
Frequency Factor as applicable to an Infinite Sample Size
Go
Created
Frequency Factor in Gumbel's Equation for Practical Use
Go
Created
Frequency Factor when Variate 'x' with respect to Return Period is Given
Go
Created
Gumbel's Variate 'x' with Recurrence Interval for Practical Use
Go
Created
Mean Variate when Variate 'x' with Recurrence Interval for Practical Use is Given
Go
Created
Reduced Mean when Frequency Factor is Given
Go
Created
Reduced Standard Deviation when Variate is Given
Go
Created
Reduced Variate when Frequency Factor is Given
Go
Created
Reduced Variate with respect to Return Period
Go
Created
Reduced Variate with respect to Return Period when Frequency Factor is Given
Go
Created
Reduced Variate 'Y' for a Given Return Period
Go
Created
Reduced Variate 'Y' in Gumbel's Method
Go
Hagen–Poiseuille Equation
(5)
Verified
Diameter of Pipe when Head Loss over the Length of Pipe with Discharge is Given
Go
Verified
Diameter of Pipe when Pressure Drop over the Length of Pipe is Given
Go
Verified
Mean Velocity of Flow when Pressure Drop over the Length of Pipe is Given
Go
Verified
Pressure Drop over the Length of Pipe
Go
Verified
Specific Weight of Liquid when Head Loss over the Length of Pipe with Discharge is Given
Go
16 More Hagen–Poiseuille Equation Calculators
Go
Harmonic Analysis and Prediction of Tides
(7)
Created
Form Number
Go
Created
Lunar-Solar Constituent when Form Number is Given
Go
Created
Principal Lunar Diurnal Constituent when Form Number is Given
Go
Created
Principal Lunar Semi-Diurnal Constituent when Form Number is Given
Go
Created
Principal Solar Semi-Diurnal Constituent when Form Number is Given
Go
Created
Radian Frequencies for the Prediction of Tides
Go
Created
Time Period of the nth Contribution of Tide Prediction when Radian Frequencies is Given
Go
Hooks on Bars
(3)
Created
28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given
Go
Created
Bar Diameter when Development Length for a Hooked Bar is Given
Go
Created
Development Length for a Hooked Bar
Go
Hybrid Bridge Girders
(1)
Verified
Multiplier for allowable stress when flange bending stress does not exceed the allowable stress
Go
Hydraulic Jump in Rectangular Channel
(1)
Verified
Conjugate Depth y1 when Froude Number Fr1 is Given
Go
10 More Hydraulic Jump in Rectangular Channel Calculators
Go
Hydrographs
(10)
Created
Discharge at t=0
Go
Created
Discharge at t=0 in an alternative form of Exponential Decay
Go
Created
Discharge in Alternative form of Exponential Decay
Go
Created
Discharge when Recession Constant is Known
Go
Created
Discharge when Storage is Given
Go
Created
Recession Constant for Base Flow
Go
Created
Recession Constant for Interflow
Go
Created
Recession Constant for Surface Storage
Go
Created
Storage Remaining at any Time
Go
Created
The Recession Constant
Go
Hydrologic Channel Routing
(10)
Created
Change in Storage in Muskingum Method of Routing
Go
Created
Equation for Linear Storage
Go
Created
Muskingum Equation
Go
Created
Muskingum Routing Equation
Go
Created
Outflow at the Beginning of Time Interval in Muskingum Continuity Equation
Go
Created
Outflow when Linear Storage is Given
Go
Created
Storage in the Beginning of Time Interval
Go
Created
Storage in the Beginning of Time Interval in Continuity equation for the Reach
Go
Created
Storage in the End of Time Interval in Continuity equation for the Reach
Go
Created
Storage in the End of Time Interval in Muskingum Method of Routing
Go
Hydrologic Storage Routing
(4)
Created
Coefficient of Discharge when Outflow is Given
Go
Created
Effective Length of the Spillway Crest when Outflow is Given
Go
Created
Head over the Spillway when Outflow is Given
Go
Created
Outflow in Spillway
Go
Hydrological Continuity Equation
(6)
Created
Daily Groundwater Inflow
Go
Created
Daily Seepage Outflow
Go
Created
Daily Surface Inflow into the Lake
Go
Created
Daily Surface Outflow from the Lake
Go
Created
Daily Transpiration Loss
Go
Created
Increase in Lake Storage in a day
Go
Inglis and Dsouza Formula
(3)
Created
Equation for Runoff for Deccan Plateau
Go
Created
Equation for Runoff for Ghat Regions of Western India
Go
Created
Precipitation when Runoff is Given for Ghat Regions of Western India
Go
Integrated Demand Forecast Framework
(10)
Created
Air Transport Movement Per Aircraft
Go
Created
Airline Industry Wages
Go
Created
Average Trip Length when Passenger Enplanements is Given
Go
Created
Jet Fuel Price when Yield is Given
Go
Created
Passenger Enplanements
Go
Created
Real Gross National Product
Go
Created
Real Yield when Revenue Passenger Miles is Given
Go
Created
Regression Model Formulation for Yield
Go
Created
Revenue Passenger Miles
Go
Created
Revenue Passenger Miles when Passenger Enplanements is Given
Go
Interception
(5)
Created
Duration of Rainfall when Interception Loss is Given
Go
Created
Evaporation Rate when Interception Loss is Given
Go
Created
Interception Loss
Go
Created
Interception Storage when Interception Loss is Given
Go
Created
Ratio of Vegetal Surface Area to its Projected Area when Interception Loss is Given
Go
Jet Propulsion of Orifice Tank
(1)
Verified
Force exerted on Tank due to Jet
Go
7 More Jet Propulsion of Orifice Tank Calculators
Go
Jet Propulsion of Ships
(5)
Verified
Absolute Velocity of the Issuing Jet when Propelling Force is Given
Go
Verified
Head Loss Due to Friction Loss
Go
Verified
Propelling Force
Go
Verified
Weight of Water when Head Loss Due to Friction is Given
Go
Verified
Weight of Water when Propelling Force is Given
Go
17 More Jet Propulsion of Ships Calculators
Go
Jet Striking a Symmetrical Stationary Curved Vane at the Centre
(7)
Verified
Cross Sectional Area when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Verified
Force Exerted on the Plate in the Direction of Flow of Jet
Go
Verified
Force Exerted on the Plate in the Direction of Flow of Jet when theta is 0
Go
Verified
Force Exerted on the Plate in the Direction of Flow of Jet when theta is 90
Go
Verified
Specific Gravity when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Verified
Specific Weight when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Verified
Velocity when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Jet Striking an Unsymmetrical Stationary Curved Vane Tangentially at one of the Tips
(10)
Verified
Area of Cross Section when Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Verified
Area of Cross Section when Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Verified
Force Exerted by the Jet on the Vane in the X-Direction
Go
Verified
Force Exerted by the Jet on the Vane in the Y-Direction
Go
Verified
Specific Gravity when Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Verified
Specific Gravity when Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Verified
Specific Weight when Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Verified
Specific Weight when Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Verified
Velocity When Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Verified
Velocity When Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Joglekar's Equation
(4)
Created
Annual Sediment Yield Rate
Go
Created
Catchment Area when Annual Sediment Yield Rate is Given
Go
Created
Catchment Area when Volume of Sediment Yield per Year from a Catchment Area is Given
Go
Created
Volume of Sediment Yield per Year from a Catchment Area
Go
Khoslas's Equation
(4)
Created
Annual Sediment Yield Rate
Go
Created
Area of the Catchment when Volume of Sediment Yield per year from the Catchment is Given
Go
Created
Catchment Area when Annual Sediment Yield Rate is Given
Go
Created
Volume of Sediment Yield per year from the Catchment
Go
Khoslas's Formula
(6)
Created
Mean Monthly Temperature of the Catchment when Monthly Losses is Given
Go
Created
Monthly Losses when Mean Monthly Temperature of the Catchment is Given
Go
Created
Monthly Losses when Monthly Runoff is Given
Go
Created
Monthly Precipitation when Monthly Runoff is Given
Go
Created
Monthly Runoff
Go
Created
Runoff when Precipitation is Given
Go
Kinetic Energy
(3)
Created
Kinetic Energy due to Particle Motion
Go
Created
Wave Height when Kinetic Energy due to Particle Motion is Given
Go
Created
Wave Length when Kinetic Energy due to Particle Motion is Given
Go
Kirpich Equation
(6)
Created
Kirpich Adjustment Factor
Go
Created
Maximum Length of Travel of Water
Go
Created
Return Period when Rainfall Intensity is Given
Go
Created
Slope of the Catchment when Time of Concentration is Given
Go
Created
Time of Concentration
Go
Created
Time of Concentration
Go
Laminar Flow Around A Sphere–Stokes’ Law
(1)
Verified
Specific Weight of Sphere when Terminal Fall Velocity is Given
Go
24 More Laminar Flow Around A Sphere–Stokes’ Law Calculators
Go
Laminar Flow Between Parallel Plates–Both Plates At Rest
(14)
Verified
Discharge when Mean Velocity of Flow is Given
Go
Verified
Discharge when viscosity is given
Go
Verified
Distance between Plates when Discharge is Given
Go
Verified
Distance between Plates when Maximum Velocity between Plates is Given
Go
Verified
Distance Between Plates when Mean Velocity of Flow is Given
Go
Verified
Distance Between Plates when Mean Velocity of Flow with Pressure Gradient is Given
Go
Verified
Distance Between Plates when Velocity Distribution Profile is Given
Go
Verified
Dynamic Viscosity when Maximum Velocity between Plates is Given
Go
Verified
Dynamic Viscosity when Velocity Distribution Profile is Given
Go
Verified
Maximum Shear Stress in fluid
Go
Verified
Maximum Velocity between Plates
Go
Verified
Mean Velocity of Flow when Pressure Difference is Given
Go
Verified
Pressure Gradient when Maximum Velocity between Plates is Given
Go
Verified
Pressure Gradient when Velocity Distribution Profile is Given
Go
25 More Laminar Flow Between Parallel Plates–Both Plates At Rest Calculators
Go
Laminar Flow of Fluid in an Open Channel
(7)
Verified
Diameter of Section when Discharge per unit channel width is Given
Go
Verified
Diameter of Section when Mean Velocity of flow is Given
Go
Verified
Discharge per unit channel width
Go
Verified
Dynamic Viscosity when Mean Velocity of flow in section is Given
Go
Verified
Slope of Channel when Discharge per unit Channel Width is Given
Go
Verified
Slope of Channel when Mean Velocity of flow is Given
Go
Verified
Specific Weight of Liquid when Discharge per unit channel width is Given
Go
18 More Laminar Flow of Fluid in an Open Channel Calculators
Go
Landing Distance under Estimation of Runway Length
(4)
Created
Additional Distance required for Turns when Distance between the Center lines is Given
Go
Created
Distance between the Center lines of the Runway and a Parallel Taxiway
Go
Created
Equation for Landing Distance
Go
Created
Stopping Distance when Landing Distance is Given
Go
Lateral Forces
(9)
Verified
Characteristic Length when Seat Load on Rail is Given
Go
Verified
Maximum Contact Shear Stress
Go
Verified
Maximum Load on Rail Seat
Go
Verified
Radius of Wheel when Shear Stress is Given
Go
Verified
Section Modulus of Rail when Seat Load is Given
Go
Verified
Sleeper Spacing when Seat Load on Rail is Given
Go
Verified
Slip of Wheel
Go
Verified
Static Wheel Load when Shear Stress is Given
Go
Verified
Wheel Load when Seat Load is Given
Go
Light weight Steel Construction
(2)
Verified
Allowable Design Strength
Go
Verified
Nominal Strength if Allowable Design Strength is Given
Go
Linear Dispersion Relation of Linear Wave
(14)
Created
Dimensionless Wave Speed
Go
Created
Equation for Constant A
Go
Created
Guo Formula of Linear Dispersion Relation for Mean Depth
Go
Created
Guo Formula of Linear Dispersion Relation for Wave Number
Go
Created
Radian Frequency of the Wave
Go
Created
Radian Frequency of the Waves
Go
Created
Radian Frequency of the Waves when Equation for Constant A is Given
Go
Created
Relative Wavelength
Go
Created
Velocity of Propagation in Linear Dispersion Relation
Go
Created
Velocity of Propagation in Linear Dispersion Relation when Wavelength is Given
Go
Created
Wave Height when Equation for Constant A is Given
Go
Created
Wave Number of Convenient Empirical Explicit Approximation
Go
Created
Wave Period when Radian Frequency of the Waves is Given
Go
Created
Wavelength when Wave Number is Given
Go
Liquid Containers Subjected To Constant Horizontal Acceleration
(5)
Verified
Angle of Inclination of Free Surface
Go
Verified
Atmospheric Pressure when Pressure at any point in Liquid is Given
Go
Verified
Constant Horizontal Acceleration when Angle of Inclination of Free Surface is Given
Go
Verified
Total Force exerted at any Section of the Container
Go
Verified
Vertical Depth Below Surface when Gauge Pressure at any point in Liquid is Given
Go
10 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators
Go
Load and Resistance Factor Design for Building Beams
(2)
Verified
Critical Elastic Moment
Go
Verified
Critical Elastic Moment for Box Sections and Solid Bars
Go
11 More Load and Resistance Factor Design for Building Beams Calculators
Go
Load Factor Design for Bridge Beams
(5)
Verified
Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Verified
Steel yield strength for Compact Section for LFD when Minimum Web Thickness is Given
Go
Verified
Steel yield strength on Pins for Buildings for LFD when Allowable Bearing Stresses is Given
Go
Verified
Steel yield strength on Pins not subject to rotation for Bridges for LFD when Pin Stresses is Given
Go
Verified
Steel yield strength on Pins subject to rotation for Bridges for LFD when Pin Stresses is Given
Go
27 More Load Factor Design for Bridge Beams Calculators
Go
Log-Pearson Type III Distribution
(8)
Created
Adjusted Coefficient of Skew
Go
Created
Coefficient of Skew of Variate Z when Adjusted Coefficient of Skew is Given
Go
Created
Equation for Base Series of Z Variates
Go
Created
Equation for Z Series for any Recurrence Interval
Go
Created
Frequency Factor when Z series for Recurrence Interval is Given
Go
Created
Kinematic Viscosity when Specific or Intrinsic Permeability is Given
Go
Created
Mean Series of Z Variates when Z series for Recurrence Interval is Given
Go
Created
Sample Size when Adjusted Coefficient of Skew is Given
Go
Longitudinal Stiffeners
(2)
Verified
Moment of Inertia
Go
Verified
Web Thickness when Moment of Inertia is Given
Go
Losses from Precipitation
(5)
Created
Dalton‘s Law Considering the effect of wind
Go
Created
Dalton's Law of Evaporation
Go
Created
Formula for Pan coefficient
Go
Created
Vapour Pressure of air when Evaporation is given in Dalton's law
Go
Created
Vapour Pressure of water at a given temperature when Evaporation given in Dalton's Law
Go
Management of Construction Equipment
(11)
Verified
Average Investment if Salvage Value is not 0
Go
Verified
Average Investment when Salvage value is 0
Go
Verified
Book value for New Machine
Go
Verified
Capacity of Crankcase when Quantity of Oil is Determined
Go
Verified
Capital Cost when Salvage Value is 0
Go
Verified
Depreciation Cost when Straight Line Method is Assumed
Go
Verified
Horse Power when Quantity of Oil is Given
Go
Verified
Hourly Cost Worker
Go
Verified
Hourly Depreciation
Go
Verified
Life Span of Machine
Go
Verified
Quantity of Lubricating Oil
Go
Maximum Intensity-Duration-Frequency Relationship
(7)
Created
Duration when Extreme Rainfall Depth is Given
Go
Created
Duration when Maximum Intensity is Given
Go
Created
Extreme Rainfall Depth
Go
Created
Maximum Intensity in General Form
Go
Created
Pan Evaporation Loss
Go
Created
Return Period When Maximum Intensity is Given
Go
Created
Weightage to the Stations
Go
Maximum value of Rainfall Factor for Various Hydrogeologic Conditions based on the Norms
(13)
Created
Recharge from Rainfall in Alluvial East Coast Areas for Known Maximum Rainfall Factor
Go
Created
Recharge from Rainfall in Alluvial Indo-Gangetic and Inland Areas for Known Max Rainfall Factor
Go
Created
Recharge from Rainfall in Alluvial West Coast Areas for Known Maximum Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone for Maximum Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with Granulite facies for Known Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with Laterite for Known Maximum Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with low Clay Content for Known Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with Massive poorly fractured Rocks
Go
Created
Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales for Known Max Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with Semi-Consolidated Sandstone for Max Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with significant Clay Content for Known Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with Vesicular and Jointed Basalt for Max Rainfall Factor
Go
Created
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
(13)
Created
Possible Recharge in Clayey Alluvial Areas for Maximum Value of Specific Yield
Go
Created
Possible Recharge in Hard Rock Areas with Karstified Limestone for Maximum Specific Yield
Go
Created
Possible Recharge in Hard Rock Areas with Laterite for Maximum Specific Yield
Go
Created
Possible Recharge in Hard Rock Areas with Limestone for Maximum Specific Yield
Go
Created
Possible Recharge in Hard Rock Areas with Low Clay Content for Maximum Value of Specific Yield
Go
Created
Possible Recharge in Hard Rock Areas with Massive, Poorly Fractured Rock for Maximum Specific Yield
Go
Created
Possible Recharge in Hard Rock Areas with Phyllites, Shales for Maximum Specific Yield
Go
Created
Possible Recharge in Hard Rock Areas with Quartzite for Maximum Specific Yield
Go
Created
Possible Recharge in Hard Rock Areas with Sandstone for Maximum Specific Yield
Go
Created
Possible Recharge in Hard Rock Areas with Significant Clay Content for Maximum Specific Yield
Go
Created
Possible Recharge in Hard Rock Areas with Weathered Jointed Basalt for Maximum Specific Yield
Go
Created
Possible Recharge in Sandy Alluvial Areas for Maximum Value of Specific Yield
Go
Created
Possible Recharge in Silty Alluvial Areas for Maximum Value of Specific Yield
Go
Measurement of Evaporation
(5)
Created
Equation for Daily Lake Evaporation
Go
Created
Meyer‘s formula
Go
Created
Rohwer‘s formula
Go
Created
Transpiration ratio
Go
Created
Water Consumed by Transpiration
Go
Measurement of Infiltration
(14)
Created
Capillary Suction when Infiltration Capacity is Given
Go
Created
Cumulative Infiltration Capacity when Green-Ampt Parameters of Infiltration Model is Given
Go
Created
Darcy's Hydraulic Conductivity when Infiltration Capacity is Given
Go
Created
Darcy's Hydraulic Conductivity when Infiltration Capacity is Given from Green-Ampt Equation
Go
Created
Darcy's Hydraulic Conductivity when Infiltration Capacity is Given from Philip's Equation
Go
Created
Equation for Infiltration Capacity
Go
Created
Green-Ampt Equation
Go
Created
Infiltration Capacity when Green-Ampt Parameters of Infiltration Model is Given
Go
Created
Infiltration rate by Horton's equation
Go
Created
Kostiakov Equation
Go
Created
Philip's Equation
Go
Created
Porosity of the Soil when Infiltration Capacity is Given from Green-Ampt Equation
Go
Created
Sorptivity when Cumulative Infiltration Capacity is Given from Philip's Equation
Go
Created
Sorptivity when Infiltration Capacity is Given
Go
Measurement of Velocity
(21)
Created
Average Stream Velocity when Minimum Weight is Given
Go
Created
Average Velocity in Moderately Deep Streams
Go
Created
Average Velocity in Rivers having Flood Flows
Go
Created
Depth of Flow at the Vertical when Sounding Weights is Given
Go
Created
Distance Travelled when Surface Velocity is Given
Go
Created
Flow Velocity
Go
Created
Moving-Boat Velocity
Go
Created
Moving-Boat Velocity when Width Between Two Verticals is Given
Go
Created
Partial Discharge in the Sub-Area Between Two Verticals when Flow Velocity is Given
Go
Created
Partial Discharge in the Sub-Area Between Two Verticals when Resultant Velocity is Given
Go
Created
Resultant Velocity when Flow Velocity is Given
Go
Created
Resultant Velocity when Moving-Boat Velocity is Given
Go
Created
Revolutions Per Second of the Horizontal-Axis Meter when Stream Velocity is Given
Go
Created
Sounding Weights
Go
Created
Stream Velocity at the Instrument Location
Go
Created
Surface Velocity
Go
Created
Surface Velocity when Average Velocity is Given
Go
Created
Time of Distance Travelled when Surface Velocity is Given
Go
Created
Time of Transit Between Two Verticals when Width Between Verticals is Given
Go
Created
Velocity Distribution in a Rough Turbulent Flow
Go
Created
Width Between Two Verticals
Go
Minimum value of Rainfall Factor for Various Hydrogeologic Conditions based on the Norms
(13)
Created
Recharge from Rainfall in Hard Rock Areas of Significant Clay content for Known Min Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone
Go
Created
Recharge from Rainfall in Hard Rock Areas with Granulite Facies for Known Minimum Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with Laterite for Known Min Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with Low Clay content for Known Minimum Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with Massive poorly Fractured Rocks
Go
Created
Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales for known Min Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with Semi-Consolidated Sandstone for Min Rainfall Factor
Go
Created
Recharge from Rainfall in Hard Rock Areas with Vesicular and jointed Basalt
Go
Created
Recharge from Rainfall in Hard Rock Areas with Weathered Basalt
Go
Created
Recharge from Rainfall in Indo-Gangetic and Inland Alluvial Areas for Known Minimum Rainfall Factor
Go
Created
Recharge from Rainfall in Silty Alluvial Areas for Known Minimum Rainfall Factor
Go
Created
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
(13)
Created
Possible Recharge in Clayey Alluvial Area when Minimum value of Specific Yield for the Area is Known
Go
Created
Possible Recharge in Hard Rock Area with Kartstified Limestone for known Minimum Specific Yield
Go
Created
Possible Recharge in Hard Rock Area with Laterite for Minimum Specific Yield of the Area
Go
Created
Possible Recharge in Hard Rock Area with Limestone for known Minimum Specific Yield of the Area
Go
Created
Possible Recharge in Hard Rock Area with Low Clay Content for known Minimum value of Specific Yield
Go
Created
Possible Recharge in Hard Rock Area with Massive, poorly fractured Rock
Go
Created
Possible Recharge in Hard Rock Area with Phyllites, Shales for known Minimum Specific Yield
Go
Created
Possible Recharge in Hard Rock Area with Quartzite for known Minimum Specific Yield of the Area
Go
Created
Possible Recharge in Hard Rock Area with Sandstone for Minimum Specific Yield of the Area
Go
Created
Possible Recharge in Hard Rock Area with significant Clay Content
Go
Created
Possible Recharge in Hard Rock Area with Weathered or Vesicular, Jointed Basalt
Go
Created
Possible Recharge in Sandy Alluvial Area when Minimum value of Specific Yield for the Area is Known
Go
Created
Possible Recharge in Silty Alluvial Area when Minimum value of Specific Yield for the Area is Known
Go
Modified Darcy's Laws
(6)
Created
Flow Through any Square from Darcy's law for Ground Water Flow Nets
Go
Created
Flow Through any Square when Total Flow is Given
Go
Created
Number of Squares Through Which the Flow occurs when Total Flow is given
Go
Created
Quantity of Water in Steady-State Unsaturated Flow in the Direction of Downward Movement
Go
Created
Quantity of Water in Steady-State Unsaturated Flow in the Direction of Upward Movement
Go
Created
Total Flow through any Set or Group of Equipotential Lines
Go
Modified form of Gravity Model used in Canada for Travel by Air Passengers between Cities
(11)
Created
Constant of Proportionality when Travel by Air Passengers between Cities i and j is Given
Go
Created
Distance between Cities i and j when Travel by Air Passengers between the Cities is Given
Go
Created
Indicator of Attraction to City j when Travel by Air Passengers between the Cities is Given
Go
Created
Indicator of Road Condition around City i when Travel by Air Passengers between the Cities is Given
Go
Created
Percent of Manufacturing and Retail Employment of Total Employment at i
Go
Created
Percent of Manufacturing and Retail Employment of Total Employment at J
Go
Created
Population at City i when Travel by Air Passengers between Cities i and j is Given
Go
Created
Population at city j when Travel by Air Passengers between Cities i and j is Given
Go
Created
Seats Available between i and j when Travel by Air Passengers between the Cities is Given
Go
Created
Service Reliability Indicator when Travel by Air Passengers between the Cities is Given
Go
Created
Travel by Air Passengers between Cities i and j
Go
Modified Pul's Method
(2)
Created
Storage at the Beginning of Time Interval in Modified Pul's Method
Go
Created
Storage at the End of Time Interval in Modified Pul's Method
Go
Modified Universal Soil Loss Equation
(9)
Created
Crop Management Factor when Sediment Yield from an Individual Storm is Given
Go
Created
Equation for Suspended Sediment Load
Go
Created
Peak Rate of Runoff when Sediment Yield from an Individual Storm is Given
Go
Created
Sediment Yield from an Individual Storm
Go
Created
Soil Erodibility Factor when Suspended Sediment Load is Given
Go
Created
Storm Runoff Volume when Sediment Yield from an Individual Storm is Given
Go
Created
Stream Flow Discharge when Suspended Sediment Load is Given
Go
Created
Support Cultivation Practice when Sediment Yield from an Individual Storm is Given
Go
Created
Topographic Factor when Sediment Yield from an Individual Storm is Given
Go
Moment Capacity
(1)
Verified
Bending-Moment Capacity of Ultimate Strength when Beam Width is Given
Go
1 More Moment Capacity Calculators
Go
Momentum Theory of Propellers
(10)
Verified
Density of Liquid when Output Power is Given
Go
Verified
Density of Liquid with absolute velocity when Power Lost is Given
Go
Verified
Density of Liquid with relative velocity when Power Lost is Given
Go
Verified
Flow Velocity when Power Lost is Given
Go
Verified
Jet Velocity when Output Power is Given
Go
Verified
Jet Velocity when Power Lost is Given
Go
Verified
Output Power when Rate of Flow through Propeller is Given
Go
Verified
Power Lost
Go
Verified
Rate of Flow when Output Power is Given
Go
Verified
Rate of Flow when Power Lost is Given
Go
17 More Momentum Theory of Propellers Calculators
Go
Movement of Sediments from Watersheds
(3)
Created
Equation for Sediment Delivery Ratio
Go
Created
Watershed Length when Sediment Delivery Ratio is Given
Go
Created
Watershed Relief when Sediment Delivery Ratio is Given
Go
Multi-Airport Region Forecast Framework
(14)
Created
Airline Service (Weekly Departing Flights) from Airport 1
Go
Created
Airline Service (Weekly Departing Flights) from Airport 1 from the Utility Function
Go
Created
Airline Service (Weekly Departing Flights) from Airport 2,3
Go
Created
Airline Service (Weekly Departing Flights) from Airport 2,3 from the Utility Function
Go
Created
Model Formulation for International Passenger Forecasts developed by IATA
Go
Created
Model Formulation for International Passenger Forecasts developed by IATA
Go
Created
Percent of Passengers from the Utility Function
Go
Created
Percent of Passengers in Analysis Zone using Airports 1, 2 and 3
Go
Created
Percent of Passengers in Analysis Zone using Airports 2 and 3
Go
Created
Percent of Passengers in Analysis Zone using Airports 2 and 3 from the Utility Function
Go
Created
Travel Times from Analysis Zone to Airports 1 from the Utility Function
Go
Created
Travel Times from Analysis Zone to Airports 1 when Percent of Passengers is Known
Go
Created
Travel Times from Analysis Zone to Airports 2,3
Go
Created
Travel Times from Analysis Zone to Airports 2,3 from the Utility Function
Go
Nails and Spikes
(3)
Created
Allowable Load per Inch of Penetration into Member Receiving Point
Go
Created
Diameter of Nail or Spike when Allowable Load per Inch is Given
Go
Created
Total Allowable Lateral Load for a Nail or Spike
Go
Nash's Conceptual Model
(13)
Created
Equation for Inflow from the Continuity Equation
Go
Created
First Moment of the DRH about the Time Origin divided by the Total Direct Runoff
Go
Created
First Moment of the ERH about the Time Origin divided by the Total Effective Rainfall
Go
Created
First Moment of the ERH when Second Moment of the DRH is Given
Go
Created
First Moment of the Instantaneous Unit Hydrograph (IUH) about the Origin
Go
Created
Ordinates of Instantaneous Unit Hydrograph(IUH) representing the IUH of a Catchment
Go
Created
Outflow in the First Reservoir
Go
Created
Outflow in the n'th Reservoir
Go
Created
Outflow in the Second Reservoir
Go
Created
Outflow in the Third Reservoir
Go
Created
Second Moment of the DRH about the Time Origin divided by the Total Direct Runoff
Go
Created
Second Moment of the ERH about the Time Origin divided by the Total Excess Rainfall
Go
Created
Second Moment of the Instantaneous Unit Hydrograph (IUH) about the Origin
Go
Natural Flow
(7)
Created
Change in Storage Volumes
Go
Created
Natural Flow Volume
Go
Created
Net Evaporation Losses from Reservoir on the Stream
Go
Created
Net Export of Water from the Basin
Go
Created
Observed Flow Volume at Terminal Site when Natural Flow Volume is Given
Go
Created
Volume Diverted Out of the Stream
Go
Created
Volume of Return Flow
Go
Non-Linear Wave Theory
(14)
Created
First Type of Mean Fluid Speed
Go
Created
Mean Depth in Stokes’ Second Approximation to Wave Speed if there is no Mass Transport
Go
Created
Mean Depth when Second Type of Mean Fluid Speed is Given
Go
Created
Mean Depth when Ursell number is Given
Go
Created
Relative Height of the Highest Wave as a function of Wavelength obtained by Fenton
Go
Created
Second Type of Mean Fluid Speed
Go
Created
Stokes’ Second Approximation to the Wave Speed if there is no Mass Transport
Go
Created
Ursell Number
Go
Created
Volume Flow Rate in Stokes’ Second Approximation to Wave Speed if there is no Mass Transport
Go
Created
Volume Flow Rate per unit Span Underneath the Waves when Second Type of Mean Fluid Speed is Given
Go
Created
Wave Height when Ursell number is Given
Go
Created
Wave Speed when First Type of Mean Fluid Speed is Given
Go
Created
Wave Speed when Second First Type of Mean Fluid Speed is Given
Go
Created
Wavelength when Ursell number is Given
Go
Non-Uniform Flow
(15)
Created
Average Conveyance of the Channel for Non-Uniform Flow
Go
Created
Average Energy Slope when Average Conveyance for Non-Uniform Flow is Known
Go
Created
Average Energy Slope when Frictional Loss is Given
Go
Created
Conveyance of the Channel for Non-Uniform Flow for End Sections at (1)
Go
Created
Conveyance of the Channel for Non-Uniform Flow for End Sections at (2)
Go
Created
Conveyance of the Channel when Discharge in Non-Uniform Flow is Given
Go
Created
Discharge in Non-Uniform Flow by Conveyance Method
Go
Created
Eddy Loss for Abrupt Contraction Channel Transition
Go
Created
Eddy Loss for Abrupt Expansion Channel Transition
Go
Created
Eddy Loss for Gradual Contraction Channel Transition
Go
Created
Eddy Loss for Gradual Expansion Channel Transition
Go
Created
Eddy Loss for Non-Uniform Flow
Go
Created
Frictional Loss when Average Energy Slope is Given
Go
Created
Length of Reach when Average Energy Slope is Given for Non-uniform Flow
Go
Created
Slope of Energy when Discharge in Non-Uniform Flow is Given
Go
Normal Takeoff Cases under Estimation of Runway Length
(9)
Created
Clearway Distance
Go
Created
Clearway Distance when Field Length is Given
Go
Created
Clearway Distance when Takeoff Run is Given
Go
Created
Field Length
Go
Created
Full Strength Pavement Distance when Field Length is Given
Go
Created
Lift off Distance when Clearway Distance is Given
Go
Created
Takeoff Distance when Clearway Distance is Given
Go
Created
Takeoff Distance when Takeoff Run is Given
Go
Created
Takeoff Run
Go
Number of Connectors in Bridges
(1)
Verified
Ultimate Shear Connector Strength when Number of Connectors in Bridges is Given
Go
17 More Number of Connectors in Bridges Calculators
Go
Open Wells
(3)
Created
Depression Head when Flow Discharge into the Well is Given
Go
Created
Flow Discharge into the Well
Go
Created
Proportionality Constant when Flow Discharge into the Well is Given
Go
Parabola
(1)
Verified
Tension at Midspan when Parabolic Equation for the Cable Slope is Given
Go
2 More Parabola Calculators
Go
Partial Duration Series
(1)
Created
Partial Duration Series
Go
Path followed by the main Undercarriage of Taxiing Aircraft
(2)
Created
Datum Length of the Aircraft when Deviation of Main Undercarriage is Given
Go
Created
Deviation of Main Undercarriage
Go
Potential Energy
(6)
Created
Length when Potential Energy due to the Deformation of the Free Surface is Given
Go
Created
Potential Energy due to the Deformation of the Free Surface
Go
Created
Potential Energy per unit width in one wave
Go
Created
Surface Elevation when Potential Energy due to the Deformation of the Free Surface is Given
Go
Created
Wave Height when Potential Energy per Unit Width in One Wave is Given
Go
Created
Wavelength when Potential Energy per Unit Width in One Wave is Given
Go
Potential Evapotranspiration of Crops
(10)
Created
Potential Evapotranspiration of Cotton
Go
Created
Potential Evapotranspiration of Dense Natural Vegetation
Go
Created
Potential Evapotranspiration of Light Natural Vegetation
Go
Created
Potential Evapotranspiration of Maize
Go
Created
Potential Evapotranspiration of Medium Natural Vegetation
Go
Created
Potential Evapotranspiration of Potatoes
Go
Created
Potential Evapotranspiration of Rice
Go
Created
Potential Evapotranspiration of Sugarcane
Go
Created
Potential Evapotranspiration of Very Dense Vegetation
Go
Created
Potential Evapotranspiration of Wheat
Go
Precipitation
(17)
Created
Corrected Precipitation at any Time Period at Station 'X'
Go
Created
Corrected Slope of the Double-Mass Curve
Go
Created
Correction Ratio in the Test for Consistency of Record
Go
Created
Depth of Rainfall when Volume of Rainfall is given
Go
Created
Dredge or Burge formula
Go
Created
Evaporation when Precipitation is known.
Go
Created
Intensity of Rainfall When Radar-Echo Factor is Known
Go
Created
Optimum number of Rain Gauge Stations
Go
Created
Original Recorded Precipitation when Corrected Precipitation at any Time Period is Given
Go
Created
Original Slope of the Double-Mass Curve when Corrected Precipitation is Given
Go
Created
Precipitation
Go
Created
Radar Echo Factor When Intensity is Known
Go
Created
Radar Measurement of Rainfall
Go
Created
Runoff when Precipitation is known.
Go
Created
Statistical approach of PMP by using Chow’s equation
Go
Created
Total Runoff over a catchment
Go
Created
Volume of Rainfall
Go
Predicting Waves in Deep Water
(1)
Created
Significant Wave Period from Bretschneider Empirical Relationships
Go
3 More Predicting Waves in Deep Water Calculators
Go
Predictive Equation for Air Trips developed for the Western European Airports Association
(4)
Created
Number of Air Trips in year t in Trip Category i
Go
Created
Real Cost of Fares in year t when Number of Air Trips in year t in Trip Category is Given
Go
Created
Real Income in year t when Number of Air Trips in year t in Trip Category is Given
Go
Created
Regression Constant when Number of Air Trips in year t in Trip Category is Given
Go
Pressure Diagram
(8)
Verified
Length of Prism when Total Pressure by the Volume of Prism is given
Go
Verified
Pressure Intensity for Top Edge of the Plane Surface
Go
Verified
Specific Weight when Pressure Intensity for Top Edge of the Plane Surface is given
Go
Verified
Specific Weight when Total Pressure by the Volume of Prism is given
Go
Verified
Total Pressure by the Volume of Prism
Go
Verified
Verical Depth (h1) when Pressure Intensity for Top Edge of the Plane Surface is given
Go
Verified
Vertical Depth (h1) when Total Pressure by the Volume of Prism is given
Go
Verified
Vertical Depth (h2) when Total Pressure by the Volume of Prism is given
Go
4 More Pressure Diagram Calculators
Go
Project Evaluation and Review Technique
(17)
Verified
Earliest Expected Occurrence Time of Event i
Go
Verified
Earliest Expected Occurrence Time of Event j
Go
Verified
Expected Time of Activity i-j
Go
Verified
Expected Time when Probability Factor is Known
Go
Verified
Least Allowable Occurrence Time of Event i
Go
Verified
Least Allowable Occurrence Time of Event j
Go
Verified
Mean or Expected Time
Go
Verified
Most Likely Time when Expected Time is Known
Go
Verified
Optimistic Time when Expected Time is Known
Go
Verified
Optimistic Time when Standard Deviation is Known
Go
Verified
Pessimistic Time when Expected Time is Known
Go
Verified
Pessimistic Time when Standard Deviation is Known
Go
Verified
Probability Factor
Go
Verified
Scheduled Time when Probability Factor is Known
Go
Verified
Slack of an Event i/j
Go
Verified
Standard Deviation of an Activity
Go
Verified
Standard Deviation when Probability Factor is Given
Go
Quality Control in Construction
(7)
Verified
Average Proportion Non-Confirming
Go
Verified
Coefficient of Variation
Go
Verified
Number Non-Confirming in the Sample
Go
Verified
Number of Defective Units when RN is Known
Go
Verified
Number of Units Tested when RN is Known
Go
Verified
Proportion Non-Confirming in Sample
Go
Verified
Reliability Number
Go
1 More Quality Control in Construction Calculators
Go
Radial Stresses and Curvature Factor
(6)
Created
Bending Moment when Radial Stress in a Member is Given
Go
Created
Cross Section Depth when Radial Stress in a Member is Given
Go
Created
Cross Section Width when Radial Stress in a Member is Given
Go
Created
Curvature Factor for Adjustment in Design Value for Curved Portions of Wood
Go
Created
Radial Stress Induced by Bending Moment in a Member
Go
Created
Radius of Curvature when Radial Stress in a Member is Given
Go
Rainfall Erosivity Factor
(3)
Created
Equation for Kinetic Energy of the Storm
Go
Created
Kinetic Energy of the Storm when Rainfall Erosion Index Unit of a Storm is Given
Go
Created
Maximum 30 minutes Rainfall Intensity when Rainfall Erosion Index Unit of a Storm is Given
Go
Rainfall Infiltration Method
(4)
Created
Catchment Area when Recharge from Rainfall is Given
Go
Created
Normal Rainfall in Monsoon Season when Recharge from Rainfall is Given
Go
Created
Rainfall Infiltration Factor when Recharge from Rainfall is Given
Go
Created
Recharge from Rainfall in Monsoon Season by Rainfall Infiltration Method
Go
Rainfall-Runoff Correlation
(5)
Created
Antecedent Precipitation Index
Go
Created
Equation of the Straight-line regression between Runoff and Rainfall
Go
Created
Exponential Relationship for Larger Catchments
Go
Created
Precipitation when Runoff is Given in Straight-line regression between Runoff and Rainfall
Go
Created
Runoff-Rainfall Regression by Logarithmic Transformation
Go
Rainwater Accumulation and Drainage on Bridges
(1)
Verified
Shoulder Width when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given
Go
6 More Rainwater Accumulation and Drainage on Bridges Calculators
Go
Rational Method
(8)
Created
Coefficient of Runoff when Peak Discharge for Field Application is Given
Go
Created
Coefficient of Runoff when the Peak Value is Given
Go
Created
Drainage Area when Peak Discharge for Field Application is Given
Go
Created
Drainage Area when Peak Runoff is Given
Go
Created
Intensity of Precipitation when Peak Discharge for Field Application is Given
Go
Created
Intensity of Rainfall when Peak Runoff is Given
Go
Created
Peak Discharge for Field Application
Go
Created
The Peak Value of Runoff
Go
Recommended value for Rainfall Factor for Various Hydrogeologic Conditions based on Norms
(13)
Created
Recharge from Rainfall in Alluvial Indo-Gangetic and Inland Areas
Go
Created
Recharge from Rainfall in East Coast Alluvial Areas
Go
Created
Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone
Go
Created
Recharge from Rainfall in Hard Rock Areas with Granulite Facies
Go
Created
Recharge from Rainfall in Hard Rock Areas with Laterite
Go
Created
Recharge from Rainfall in Hard Rock Areas with Low Clay Content
Go
Created
Recharge from Rainfall in Hard Rock Areas with Massive Poorly Fractured Rocks
Go
Created
Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales
Go
Created
Recharge from Rainfall in Hard Rock Areas with Semi-Consolidated Sandstone
Go
Created
Recharge from Rainfall in Hard Rock Areas with Significant Clay Content
Go
Created
Recharge from Rainfall in Hard Rock Areas with Vesicular and Jointed Basalt
Go
Created
Recharge from Rainfall in Hard Rock Areas with Weathered Basalt
Go
Created
Recharge from Rainfall in West Coast Areas based on Recommended Rainfall Infiltration Factor
Go
Recommended value of Specific Yield for Various Hydrogeologic Conditions based on Norms
(13)
Created
Possible Recharge in Clayey Alluvium Areas based on the Known norms of Specific Yield
Go
Created
Possible Recharge in Hard Rock Areas of massive Poorly fractured Rocks
Go
Created
Possible Recharge in Hard Rock Areas with karstified Limestone
Go
Created
Possible Recharge in Hard Rock Areas with Laterite
Go
Created
Possible Recharge in Hard Rock Areas with Limestone
Go
Created
Possible Recharge in Hard Rock Areas with Phyllites, Shales when recommended specific Yield is Known
Go
Created
Possible Recharge in Hard Rock Areas with Quartzite
Go
Created
Possible Recharge in Hard Rock Areas with Sandstone
Go
Created
Possible Recharge in Hard Rock Areas with Weathered or vesicular, Jointed Basalt
Go
Created
Possible Recharge in Sandy Alluvium Areas based on the Known norms of Recommended Specific Yield
Go
Created
Possible Recharge in Silty Alluvium Areas based on the Known norms of Recommended Specific Yield
Go
Created
Possible Recharge in Weathered Hard Rock Areas with Low Clay content based on the Recommended Norms
Go
Created
Possible Recharge in Weathered Hard Rock Areas with Significant Clay content based on the Norms
Go
Recovery of Piezometric Head
(5)
Created
Discharge when Slope is Given
Go
Created
Equation for Residual Drawdown
Go
Created
Equation for Residual Drawdown for small values of Distance and large values of Time
Go
Created
Equation for Slope of Line
Go
Created
Transmissivity when Slope is Given
Go
Rectangular Section
(1)
Verified
Depth of Flow when Wetted Area for rectangle is Given
Go
12 More Rectangular Section Calculators
Go
Recuperation Test
(8)
Created
Specific Capacity per unit Well Area of the Aquifer
Go
Created
Area of the Well when Discharge from an Open Well is Given
Go
Created
Area of the Well when Time Interval is Given
Go
Created
Depression Head when Discharge from an Open Well is Given
Go
Created
Discharge from an Open Well under a Depression Head
Go
Created
Equation for Time Interval
Go
Created
Proportionality Constant per unit Well Area of the Aquifer
Go
Created
Specific Capacity per unit Well Area when Discharge from an Open Well is Given
Go
Required flow velocity
(3)
Verified
Coefficient of roughness when flow quantity for a full flowing sewer is given
Go
Verified
Energy loss when full flow velocity in sewer is given
Go
Verified
Full flow velocity in sewer
Go
5 More Required flow velocity Calculators
Go
Reservoir Evaporation and Methods of Reduction
(4)
Created
Average Reservoir Area During the Month when Volume of Water Lost in Evaporation is Given
Go
Created
Pan Evaporation Loss when Volume of Water Lost in Evaporation in a Month is Given
Go
Created
Relevant Pan Coefficient when Volume of Water Lost in Evaporation in a Month is Given
Go
Created
Volume of Water Lost in Evaporation in a Month
Go
Risk, Reliability and Safety Factor
(11)
Created
Actual Value of the Parameter M adopted in the Design of the Project when Safety Factor is Given
Go
Created
Equation for Risk
Go
Created
Equation for Risk when Return Period is Known
Go
Created
Equation for Safety Factor
Go
Created
Equation for Safety Margin
Go
Created
Probability when Return Period is Given
Go
Created
Reliability when Return Period is Given
Go
Created
Reliability when Risk is Given
Go
Created
Return Period when Probability is Given
Go
Created
Risk when Reliability is Given
Go
Created
Value of the Parameter M obtained from Hydrological Considerations when Safety Factor is Given
Go
Runoff
(13)
Created
Catchment Area when Drainage density is known
Go
Created
Catchment Area when Stream Density is known
Go
Created
Drainage Density
Go
Created
Form Factor
Go
Created
Form factor when Shape factor is given
Go
Created
Form factor when Width of the Basin is given
Go
Created
Length of all Streams when Drainage Density Given
Go
Created
Length of Overland Flow
Go
Created
Number of Streams when Stream Density is Known
Go
Created
Shape Factor
Go
Created
Stream Density
Go
Created
Watershed Area when Shape factor is known
Go
Created
Watershed Length when Shape Factor is known
Go
Saltwater Encroachment
(2)
Created
Ghyben-Herzberg Relationship for Depth of Freshwater Below Sea Level
Go
Created
Height of the Water Table above Sea Level
Go
Scraper Production
(2)
Verified
Load when Production of Scrap by Machines is Given
Go
Verified
Weight of Load when Quantity of Scrap Produced is Given
Go
23 More Scraper Production Calculators
Go
SCS Triangular Unit Hydrograph
(13)
Created
Base Length in SCS Triangular Unit Hydrograph
Go
Created
Catchment Area when Peak Discharge is Given
Go
Created
Duration of Effective Rainfall when Time of Peak is known
Go
Created
Duration of Effective Rainfall when Time of Peak is Known
Go
Created
Lag Time when Time of Peak is Given
Go
Created
Peak Discharge
Go
Created
Time of Concentration when Time of Peak is known
Go
Created
Time of Peak
Go
Created
Time of Peak
Go
Created
Time of Peak when Base Length is Given
Go
Created
Time of Peak when Peak Discharge is Given
Go
Created
Time of Peak when Time of Recession is Given
Go
Created
Time of Recession as Suggested in SCS
Go
SCS-CN Equation For Indian Conditions
(2)
Created
Daily Runoff valid for Black Soils type I and all other soils having AMC of type I, II and III
Go
Created
Daily Runoff valid for Black Soils under AMC of type I and II
Go
SCS-CN Method of Runoff Volume
(15)
Created
Actual Infiltration
Go
Created
Cumulative Infiltration when Total Precipitation is Given
Go
Created
Curve Number for Antecedent Moisture Condition-1
Go
Created
Curve Number for Antecedent Moisture Condition-III
Go
Created
Curve Number in terms of Potential Maximum Retention
Go
Created
Daily Runoff in smaller Catchments under SCS
Go
Created
Direct Surface Runoff when Total Precipitation is Given
Go
Created
Equation for Potential Maximum Retention
Go
Created
Initial Abstraction
Go
Created
Initial Abstraction when Total Precipitation is Given
Go
Created
Maximum Potential Runoff
Go
Created
Potential Maximum Retention in terms of Curve Number
Go
Created
Precipitation when Maximum Potential Runoff is Given
Go
Created
Precipitation when Potential Maximum Retention is Given
Go
Created
Water Balance Equation for Rainfall
Go
S-Curve
(7)
Created
Area of the Catchment when Maximum rate of Discharge from S-Curve is Given
Go
Created
Duration of ER when Maximum rate of Discharge from S-Curve is Given
Go
Created
Equilibrium Discharge from S-Curve
Go
Created
Maximum rate of Discharge from S-Curve
Go
Created
Ordinates of unit hydrograph when S-Curve at time 't is Given
Go
Created
S-Curve Addition
Go
Created
S-Curve at time 't'
Go
Seismic Loads
(3)
Verified
Fundamental Period for Steel Eccentrically Braced Frames
Go
Verified
Lateral Seismic Force
Go
Verified
Vertical Distribution Factor when Lateral Force is Known
Go
19 More Seismic Loads Calculators
Go
Sequent Peak Algorithm
(3)
Created
Inflow Volume when Net-Flow Volume is Given
Go
Created
Net Flow Volume
Go
Created
Outflow Volume when Net-Flow Volume is Given
Go
Shear Range
(1)
Verified
Allowable Horizontal Shear for Individual Connector for over 2 million cycles
Go
11 More Shear Range Calculators
Go
Shear Reinforcement
(8)
Verified
Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given
Go
Created
Nominal Reinforcement Shear Strength when Stirrup Area with Support Angle is Given
Go
Created
Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given
Go
Created
Shear Reinforcement Yield Strength when Stirrup Area with Support Angle is Given
Go
Created
Stirrup Area when Stirrup Spacing for Practical Design is Given
Go
Created
Stirrup Area when Support Angle is Given
Go
Created
Stirrup Spacing for Practical Design
Go
Created
Stirrups Area when Inclined Stirrups are Used
Go
5 More Shear Reinforcement Calculators
Go
Shoaling, Refraction and Breaking
(11)
Created
Beach Slope when Breaking Wave is Given
Go
Created
Breaking Wave
Go
Created
Deep Water Wave Height when Shoaling Coefficient and Refraction Coefficient is Given
Go
Created
Deep-water Wavelength when Wave Breaking is Given
Go
Created
Distance between Two Rays at a General Point
Go
Created
Radian Frequency for Deep Water
Go
Created
Refraction Coefficient
Go
Created
Refraction Coefficient when Relative Change of Wave Height is Given
Go
Created
Shoaling Coefficient
Go
Created
Wave Height at Breaking Point when Breaking Wave is Given
Go
Created
Wave Height when Shoaling Coefficient and Refraction Coefficient is Given
Go
Single-Well Tests
(5)
Created
Drawdown in an Aquifer caused by Pumping at any Point in the Aquifer
Go
Created
Drawdown in the Aquifer when Total Drawdown is Given
Go
Created
Total Drawdown in a Pumping Well
Go
Created
Total Drawdown in a Pumping Well expressed in terms of Factors related to Hydraulic Characteristics
Go
Created
Well Loss when Total Drawdown is Given
Go
Sleepers
(3)
Verified
Composite Sleeper Index
Go
Verified
General Strength of Material when CSI is Given
Go
Verified
Hardness of Material when CSI is Given
Go
Slope-Area Method
(3)
Created
Eddy Loss
Go
Created
Frictional Loss
Go
Created
Head Loss in the Reach
Go
Snow Loads
(3)
Verified
Roof Snow Load
Go
Verified
Thermal Effects Factor When Roof Snow Load is Known
Go
Verified
Wind Exposure Factor When Roof Snow Load is Known
Go
6 More Snow Loads Calculators
Go
Snyder's Method For Peak Discharge
(4)
Created
Catchment Area when Peak Discharge for Nonstandard Effective Rainfall is Given
Go
Created
Modified Basin Lag when Peak Discharge for Nonstandard Effective Rainfall is Given
Go
Created
Peak Discharge for Nonstandard Effective Rainfall
Go
Created
Regional Constant when Peak Discharge for Nonstandard Effective Rainfall is Given
Go
Soil Compaction Tests
(2)
Verified
Dry Density of Soil when Percent Compaction of Soil in Sand Cone Method is Given
Go
Verified
Settlement of a Plate in Load Bearing Test
Go
23 More Soil Compaction Tests Calculators
Go
Solid Rectangular or Square Columns with Flat Ends
(1)
Verified
Allowable Unit Load for Douglas Fir Lumber
Go
4 More Solid Rectangular or Square Columns with Flat Ends Calculators
Go
Source of Water Derived from Wells
(10)
Created
Balance Equation When Reduction in Natural Discharge Equals the Rate of Withdrawal
Go
Created
Equation for Ground-water Storage When Recharge Exceeds Discharge
Go
Created
Equation for Rate of Natural Discharge When the Cone of Depression Ceases to Expand
Go
Created
Equation for Recharge When Discharge Exceeds Recharge
Go
Created
Equation for Recharge When Recharge Exceeds Discharge
Go
Created
Equation for the Varying Dimensionless Group u in Theis Equation
Go
Created
Natural Discharge when Discharge Exceeds Recharge
Go
Created
Natural Discharge When Recharge Exceeds Discharge
Go
Created
Observed Drawdown in the Unconfined Aquifer
Go
Created
Reduced Ground-water When Discharge Exceeds Recharge
Go
Specific Capacity
(2)
Created
Specific Capacity
Go
Created
Specific Capacity under Unsteady Drawdown Conditions
Go
Specific Energy and Critical Depth
(1)
Verified
Area of Section Considering the Condition of Maximum Discharge
Go
22 More Specific Energy and Critical Depth Calculators
Go
Stage-Discharge Relationship
(2)
Created
Gauge Height when Discharge for Non-Alluvial Rivers is Given
Go
Created
Relationship Between Stage and Discharge for Non-Alluvial Rivers
Go
Stalling and Lift-off Speeds
(6)
Created
Aircraft Gross Wing Area when Vehicle Speed Under Steady Flight Conditions is Given
Go
Created
Aircraft Gross Wing Area when Vehicle Stalling Speed is Given
Go
Created
Lift Coefficient when Vehicle Speed Under Steady Flight Conditions is Given
Go
Created
Maximum Attainable Lift Coefficient is Given when Vehicle Stalling Speed is Given
Go
Created
Vehicle Speed Under Steady Flight Conditions
Go
Created
Vehicle Stalling Speed when Maximum Attainable Lift Coefficient is Given
Go
Steady Flow into a Well
(9)
Created
Change in Piezometric Head
Go
Created
Change in Radial Distance
Go
Created
Cylindrical Surface through which the Velocity of Flow Occurs
Go
Created
Discharge at the Edge of the Zone of Influence
Go
Created
Discharge entering the Cylindrical Surface to the Well Discharge
Go
Created
Equilibrium Equation for Flow in a Confined Aquifer in terms of Drawdown at the Observation Well
Go
Created
Thiem's Equilibrium Equation for the Steady Flow in a Confined Aquifer
Go
Created
Transmissivity when Discharge at the Edge of the Zone of Influence
Go
Created
Velocity of flow by Darcy's Law at a Radical Distance
Go
Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law
(6)
Verified
Dynamic Viscosity when Discharge through Pipe is Given
Go
Verified
Maximum Shear Stress at Cylindrical Element
Go
Verified
Pressure Gradient when Maximum Shear Stress at Cylindrical Element is Given
Go
Verified
Pressure Gradient when Maximum Velocity at axis of Cylindrical Element is Given
Go
Verified
Radius of Pipe when Discharge through Pipe is Given
Go
Verified
Radius of Pipe when Maximum Shear Stress at Cylindrical Element is Given
Go
30 More Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law Calculators
Go
Steel Carbon Content and weldability
(8)
Verified
Carbon Content
Go
Verified
Carbon Equivalent of the Structural Steel
Go
Verified
Chromiun Content when Carbon Equivalent is given
Go
Verified
Copper when Carbon Equivalent is given
Go
Verified
Manganese Content
Go
Verified
Molybdenum when Carbon Equivalent is given
Go
Verified
Nickel Content when Carbon Equivalent is given
Go
Verified
Vanadium when Carbon Equivalent is given
Go
Stiffeners on Bridge Girders
(3)
Verified
Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given
Go
Verified
Minimum Moment of Inertia of a Transverse Stiffener
Go
Verified
Web Thickness when Minimum Moment of Inertia of a Transverse Stiffener is Given
Go
1 More Stiffeners on Bridge Girders Calculators
Go
Strange's Runoff Volume Percentage
(6)
Created
Precipitation when Runoff Volume Percentage for damp AMC is Given
Go
Created
Precipitation When Runoff Volume Percentage for Dry AMC is Given
Go
Created
Precipitation when Runoff Volume Percentage for Wet AMC is Given
Go
Created
Runoff Volume Percentage for Damp AMC
Go
Created
Runoff Volume Percentage for Dry AMC
Go
Created
Runoff Volume Percentage for Wet AMC
Go
Streamflow Measurement
(23)
Created
Cease-to-flow Depth when Depth at the Gauging Station given
Go
Created
Channel Width when Estimated Distance is given in Tracer Method
Go
Created
Conveyance Function determined by Chézy’s law
Go
Created
Conveyance Function Determined by Manning’s Law
Go
Created
Cross-sectional area when Discharge is given from Manning's equation
Go
Created
Depth at the Gauging Station
Go
Created
Diffusion Coefficient in Advection-diffusion flood routing
Go
Created
Discharge from Manning's equation
Go
Created
Estimated Distance when Channel Width is given
Go
Created
Estimated Distance when Discharge is given in Tracer Method
Go
Created
Flow velocity in Continuous Discharge Measurements
Go
Created
Friction Slope
Go
Created
Hydraulic Radius in Manning's formula
Go
Created
Hydraulic radius when Discharge is given in Manning equation
Go
Created
Instantaneous Discharge when Friction Slope is given
Go
Created
Instantaneous Discharge when Instantaneous Mass flux is given
Go
Created
Manning’s Equation
Go
Created
Mass flux computation
Go
Created
Mean River Velocity in Float Method
Go
Created
Slope of Gradient of the Stream bed when Discharge is given in Manning's equation
Go
Created
Surface Velocity of the river in Float Method
Go
Created
Water Depth when Flow Velocity is given in Continuous Discharge Measurements
Go
Created
Water Table depth when Distance is given in Tracer Method
Go
Streamlines, Equipotential Lines and Flow Net
(3)
Verified
Component of Velocity in X-direction when Slope of Equipotential Line is Given
Go
Verified
Component of Velocity in Y-direction when Slope of Equipotential Line is Given
Go
Verified
Slope of Equipotential Line
Go
3 More Streamlines, Equipotential Lines and Flow Net Calculators
Go
Stresses in Thin Shells
(6)
Verified
Central Shear When Shearing Stress is Given
Go
Verified
Distance from Middle Surface When Normal Stress is Given
Go
Verified
Normal Shearing Stresses
Go
Verified
Normal Stress
Go
Verified
Shearing Stresses on Shells
Go
Verified
Twisting Moments When Shearing Stress is Given
Go
1 More Stresses in Thin Shells Calculators
Go
Supports at Same Level
(1)
Verified
UDL when Horizontal Component of Cable Tension for UDL is Given
Go
10 More Supports at Same Level Calculators
Go
Surface Gravity Waves
(11)
Created
Area Element when Force on the Fluid Element is Given
Go
Created
Force on the Fluid Element
Go
Created
Length Scale when Relative Importance of Viscosity is Known
Go
Created
Pressure when Force per Unit Area on the Fluid Element is Given
Go
Created
Relative Importance of Viscosity in terms of Length and Velocity scales
Go
Created
Relative Importance of Viscosity in terms of Reynolds Number
Go
Created
Reynolds Number when Relative importance of Viscosity is Known
Go
Created
Unit Normal to the Surface when Force on the Fluid Element is Given
Go
Created
Velocity Potential for Steady Two-dimensional Waves
Go
Created
Velocity Scale when Relative Importance of Viscosity is Known
Go
Created
Wave Number for Steady Two-dimensional Waves
Go
Surge due to Sudden Increase of Flow
(2)
Verified
Celerity of the Wave from Lagrange's Celerity Equation
Go
Verified
Depth of flow at point2 when Absolute velocity of the surge moving towards right is Given
Go
18 More Surge due to Sudden Increase of Flow Calculators
Go
Surge due to Sudden Reduction of Flow
(2)
Verified
Absolute Velocity of the surge moving towards right when the Flow is Completely Stopped
Go
Verified
Depth of flow1 when Absolute velocity of the surge moving towards right with abs velocity is Given
Go
16 More Surge due to Sudden Reduction of Flow Calculators
Go
Synthetic Unit Hydrograph
(22)
Created
Basin Lag when Modified Basin Lag for an Effective Duration is Given
Go
Created
Basin Lag when Modified Basin Lag is Given
Go
Created
Basin Lag when Peak Discharge is Given
Go
Created
Basin Lag when Standard Duration of Effective Rainfall is Given
Go
Created
Basin Length measured along the Water Course when Basin Lag is Given
Go
Created
Basin Length measured along the Water Course when Modified Equation for Basin Lag is Given
Go
Created
Basin Slope when Basin Lag is Given
Go
Created
Catchment Area when Peak Discharge is Given
Go
Created
Distance along the main Water Course from the Gauging Station when Basin Lag is Given
Go
Created
Distance along the main Water Course from the Gauging Station when Basin Lag is Given
Go
Created
Equation for Catchment Parameter
Go
Created
Modified Basin Lag for an Effective Duration
Go
Created
Modified Equation for Basin Lag
Go
Created
Modified Equation for Basin Lag for an Effective Duration
Go
Created
Non-Standard Rainfall Duration when Modified Basin Lag is Given
Go
Created
Regional constant Representing Watershed Slope and Storage Effects
Go
Created
Regional Constant when Peak Discharge is Given
Go
Created
Snyder's Equation
Go
Created
Snyder's Equation for Peak Discharge
Go
Created
Snyder's Equation for standard duration of Effective Rainfall
Go
Created
Standard Duration of Effective Rainfall when Modified Basin Lag is Given
Go
Created
Standard Effective Duration when Modified Basin Lag is Given
Go
Taxiway Width
(18)
Created
Clearance between Outer Main Gear Wheel and Taxiway Edge when Taxiway Width is Given
Go
Created
Clearance between Outer Main Gear Wheel and Taxiway Edge when Wing Tip Clearance is Given
Go
Created
Clearance when Separation Distance between Taxiway and Object is Given
Go
Created
Lateral Deviation when Separation Distance between Aircraft Stand Taxi lane-to-object is Given
Go
Created
Maximum Outer Main Gear Wheel Span when Taxiway Width is Given
Go
Created
Separation Distance between a Runway and a Parallel Taxiway
Go
Created
Separation Distance between Aircraft Stand Taxi lane-to-object
Go
Created
Separation Distance between Taxiway and Object
Go
Created
Separation Distance when Wing Tip Clearance is Given
Go
Created
Strip Width when Separation Distance between a Runway and a Parallel Taxiway is Given
Go
Created
Taxiway Width
Go
Created
Wing Span when Separation Distance between a Runway and a Parallel Taxiway is Given
Go
Created
Wing Span when Separation Distance between Aircraft Stand Taxi lane-to-object is Given
Go
Created
Wing Span when Separation Distance between Taxiway and Object is Given
Go
Created
Wing Span when Wing Tip Clearance is Given
Go
Created
Wing Tip Clearance when Separation Distance between a Runway and parallel Taxiway is Given
Go
Created
Wing Tip Clearance when Separation Distance between Aircraft Stand Taxi lane-to-object is Given
Go
Created
Wing Tip Clearance when Separation Distance between Taxiway and Object is Given
Go
Test Affected by Lateral Boundaries
(4)
Created
Distance from the Observation Well to the Image Well
Go
Created
Distance from the Observation Well to the Real Well
Go
Created
Time at which Drawdown is Caused by Image Well at Observation Well
Go
Created
Time at which Drawdown is caused by Real Well at the Observation Well
Go
The Indian Practice
(10)
Created
Catchment Area when Lag Time of a 1-h Unit Hydrograph is Given
Go
Created
Catchment Area when Peak Discharge for Weighted Mean Slope < 0.0028 is Given
Go
Created
Catchment Area when Peak Discharge of a D-h Unit Hydrograph is Given
Go
Created
Duration of Rainfall Excess
Go
Created
Lag Time of a 1-h Unit Hydrograph
Go
Created
Lag Time of a 1-h Unit Hydrograph when Duration of Rainfall Excess is Given
Go
Created
Peak Discharge of a D-h Unit Hydrograph
Go
Created
Peak Discharge of a D-h Unit Hydrograph for Weighted Mean Slope < 0.0028
Go
Created
Peak Discharge of a D-h Unit Hydrograph when Lag Time is Given
Go
Created
Weighted Mean Slope when Peak Discharge of a D-h Unit Hydrograph is Given
Go
The Keulegan—Carpenter Number
(12)
Created
Amplitude of the Flow Velocity Oscillation
Go
Created
Amplitude of the Flow Velocity Oscillation for Sinusoidal Motion of the Fluid
Go
Created
Characteristic Length Scale of the Object
Go
Created
Characteristic Length Scale of the Object when Displacement Parameter is Given
Go
Created
Displacement Parameter for Sediment Transport for Sinusoidal Motion of the Fluid
Go
Created
Displacement Parameter for Sediment Transport under Water Waves
Go
Created
Excursion Amplitude of Fluid Particles in Oscillatory Flow for Sinusoidal Motion of the Fluid
Go
Created
Excursion Amplitude of Fluid Particles in Oscillatory Flow when Displacement Parameter is Given
Go
Created
Keulegan—Carpenter Number
Go
Created
Keulegan—Carpenter Number for Sinusoidal Motion of the Fluid
Go
Created
Period of the Oscillation
Go
Created
Period of the Oscillation for Sinusoidal Motion of the Fluid
Go
The Morison (MOJS) Equation
(6)
Created
Added-mass Coefficient for Fixed body in an Oscillatory Flow
Go
Created
Drag Force for Fixed body in an Oscillatory Flow
Go
Created
Froude-Krylov Force
Go
Created
Hydrodynamic Mass Force
Go
Created
Inertia Coefficient for Fixed body in an Oscillatory Flow
Go
Created
Inertia Force for Fixed body in an Oscillatory Flow
Go
1 More The Morison (MOJS) Equation Calculators
Go
Time Cost Relation
(5)
Verified
Cost Slope
Go
Verified
Crash Cost when Cost Slope is Known
Go
Verified
Crash Time when Slope is Known
Go
Verified
Normal Cost when Slope is Known
Go
Verified
Normal Time when Slope is Known
Go
Time of Concentration
(2)
Created
Rainfall Intensity
Go
Created
Time of Concentration for Small Drainage Basins
Go
Time-Base and Width of Unit Hydrograph
(8)
Created
Modified Basin Lag when Time Base is Given
Go
Created
Peak Discharge per Unit Catchment Area
Go
Created
Peak Discharge per Unit Catchment Area when Unit Hydrograph Width at 50% Peak Discharge is Given
Go
Created
Snyder's Equation for Time Base
Go
Created
Taylor and Schwartz Equation for Time Base
Go
Created
Width of Unit Hydrograph at 50% Peak Discharge
Go
Created
Width of Unit Hydrograph at 50% Peak Discharge when Width at 75% Peak Discharge is Given
Go
Created
Width of Unit Hydrograph at 75% Peak Discharge
Go
Time-Drawdown Analysis
(10)
Created
Distance from the Pumping Well to the Observation Well when Storage Coefficient is Given
Go
Created
Equation for Drawdown Across One Log Cycle when Transmissivity is Given
Go
Created
Equation for Pumping Rate when Transmissivity derived from the Time-Drawdown Graphs is Given
Go
Created
Modified Equation for Storage Coefficient from Time-Drawdown Graphs
Go
Created
Modified Equation for Transmissivity from Time-Drawdown Graphs
Go
Created
Storage Coefficient from the Time-Drawdown Graphs
Go
Created
Storage Coefficient when Time at which Steady-Shape Conditions Develop is Given
Go
Created
Time at which Steady-Shape Conditions Develop
Go
Created
Transmissivity Derived from the Time-Drawdown Graphs
Go
Created
Transmissivity when Time at which Steady-Shape Conditions Develop is Given
Go
Topographic Factor (LS)
(1)
Created
Equation for Topographic Factor
Go
Torque Exerted on a Wheel with Radial Curved Vanes
(19)
Verified
Final Velocity(u1) when when Work Done if the Jet Leaves in the Motion of the Wheel is given
Go
Verified
Initial Velocity (u) when Work Done at Vane angle is 90 and velocity (Vw) is 0 is given
Go
Verified
Initial Velocity (u) when Work Done if the Jet Leaves in the Motion of the Wheel is given
Go
Verified
Specific Gravity when Work Done at Vane angle is 90 and velocity (Vw) is 0 is given
Go
Verified
Specific Gravity when Work Done if the Jet Leaves in the Motion of the Wheel is given
Go
Verified
Specific Gravity when Work Done if there is no Loss of Energy is given
Go
Verified
Velocity (V) when Efficiency of the System is given
Go
Verified
Velocity at a Point (V1) when Efficiency of the System is given is given
Go
Verified
Velocity at a Point (V1) when Work Done if there is no Loss of Energy is given
Go
Verified
Velocity at Inlet (Vw) when Work Done at Vane angle is 90 and velocity (Vw) is 0 is given
Go
Verified
Velocity at Inlet (Vw) when Work Done if the Jet Leaves in the Motion of the Wheel is given
Go
Verified
Velocity at Outlet(Vw1) when Work Done if the Jet Leaves in the Motion of the Wheel is given
Go
Verified
Velocity when Work Done if there is no Loss of Energy is given
Go
Verified
Weight of the Fluid when Work Done at Vane angle is 90 and velocity(Vw) is 0 is given
Go
Verified
Weight of the Fluid when Work Done if the Jet Leaves in the Motion of the Wheel is given
Go
Verified
Weight of the Fluid when Work Done if there is no Loss of Energy is given
Go
Verified
Work Done for Radial Discharge at Vane angle is 90 and velocity(Vw) is 0
Go
Verified
Work Done if the Jet Leaves in the Direction as that of the Motion of the Wheel
Go
Verified
Work Done if there is no Loss of Energy
Go
50 More Torque Exerted on a Wheel with Radial Curved Vanes Calculators
Go
Total Pressure on Curved Surface
(5)
Verified
Horizontal Pressure Acting on the Elementary Area
Go
Verified
Horizontal Pressure when Resultant Force if Given
Go
Verified
Resultant Force by Parallelogram of Forces
Go
Verified
Vertical Pressure Acting on the Elementary Area
Go
Verified
Vertical Pressure when Resultant Force is given
Go
7 More Total Pressure on Curved Surface Calculators
Go
Track and Track Stresses
(6)
Verified
Diameter of Wheel when Lap of Flange is Given
Go
Verified
Extra Track Width in Curves
Go
Verified
Lap of Flange when Diameter of Wheel is Given
Go
Verified
Lap of Flange when Extra Width of Track is Given
Go
Verified
Radius of Curve when Extra Width is Given
Go
Verified
Wheel Base when Extra Width is Given
Go
Transmissivity of Aquifer
(4)
Created
Quantity of Water when Transmissivity is Given
Go
Created
Thickness of Aquifer when Transmissivity is Given
Go
Created
Transmissivity of Aquifer
Go
Created
Transmissivity When Discharge Quantity is Known
Go
Trap Efficiency
(2)
Created
Capacity-Inflow Ratio
Go
Created
Equation for Trap Efficiency
Go
Trapezoidal Section
(2)
Verified
Hydraulic Depth for trapezoidal
Go
Verified
Width of Sections when Hydraulic Radius is Given
Go
15 More Trapezoidal Section Calculators
Go
Trapezoidal Section
(3)
Verified
Depth of flow when Hydraulic Radius in Most Efficient trapezoidal Channel is Given
Go
Verified
Depth of flow when Width of Channel in Most Efficient Channel for Bottom width is kept constant
Go
Verified
Side Slope of Section when Wetted Area for Bottom width is kept constant is Given
Go
10 More Trapezoidal Section Calculators
Go
Traversing
(1)
Verified
Correction to Second Bearing if Closing Error is Given
Go
11 More Traversing Calculators
Go
Triangular Section
(3)
Verified
Depth of Flow when Wetted Perimeter for triangle is Given
Go
Verified
Hydraulic Radius of flow
Go
Verified
Wetted Perimeter for triangular section
Go
14 More Triangular Section Calculators
Go
Turning Radius
(18)
Created
Taxiway Width when Turning Radius is Given
Go
Created
Deceleration when Sight Distance is Given
Go
Created
Deflection Angle of the Entrance Curve
Go
Created
Deflection angle of the Entrance Curve when Deflection of the Angle at Central Curve is Given
Go
Created
Deflection of the Angle at Central Curve
Go
Created
Deflection of the Angle at Central Curve when Length of Central Curve is Given
Go
Created
Distance between Midway Points of Main Gears and the Edge of Taxiway Pavements
Go
Created
Horonjeff Equation for Turning Radius of Taxiway
Go
Created
Length of Central Curve
Go
Created
Length of Entrance Curve when Deflection Angle of the Entrance Curve is Given
Go
Created
Radius of Central Curve when Length of Central Curve is Given
Go
Created
Radius of Entrance Curve when Deflection Angle of the Entrance Curve is Given
Go
Created
Radius of the Curve when Velocity in the Turn
Go
Created
Sight Distance
Go
Created
Turning Radius
Go
Created
Turning Speed of Aircraft when Radius of Curve is Given
Go
Created
Turning Speed of Aircraft when Sight Distance is Given
Go
Created
Velocity in the Turn
Go
Typical Regression-based Econometric Model to Predict Total Air Passengers
(9)
Created
Boston Regional Income Per Capita
Go
Created
Boston-based Domestic Air Passengers Per Capita
Go
Created
Boston-based International Air Passengers Per Capita
Go
Created
Per-capita Income of Catchment Area
Go
Created
Population of Catchment Area
Go
Created
Predicted Passenger Enplanements in a Regional Airport in Virginia
Go
Created
Real Average Yield Per Domestic Passenger-Mile
Go
Created
Real Average Yield Per International Passenger-Mile
Go
Created
U.S. Average Airfare Per Mile
Go
Ultimate Strength Design for Torsion
(6)
Created
Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given
Go
Created
Max Concrete Torsion
Go
Created
Max Ultimate Torsion for Torsion Effects
Go
Created
Maximum Allowable Torsion
Go
Created
Shear Reinforcement Area
Go
Created
Spacing of Closed Stirrups for Torsion
Go
Ultimate Strength Design of Rectangular Beams with Compression Bars
(2)
Verified
Bending Moment Capacity of Rectangular Beam
Go
Verified
Depth of Equivalent Rectangular Compressive Stress Distribution
Go
Ultrasonic Method
(11)
Created
Average Velocity along the Path AB at Certain Height above the Bed
Go
Created
Elapse Time of Ultrasonic Signal sent by A
Go
Created
Elapse Time of Ultrasonic Signal sent by A when Average Velocity Along the Path is Given
Go
Created
Elapse Time of Ultrasonic Signal sent by A when Component of Flow Velocity in Sound Path is Given
Go
Created
Elapse Time of Ultrasonic Signal sent by B
Go
Created
Elapse Time of Ultrasonic Signal sent by B when Average Velocity Along the Path is Given
Go
Created
Elapse Time of Ultrasonic Signal sent by B when Component of Flow Velocity in Sound Path is Given
Go
Created
Flow Velocity in Sound Path when Elapse Time is Given
Go
Created
Length of Path when Elapse Time of Ultrasonic Signal sent by A is Given
Go
Created
Length of Path when Elapse Time of Ultrasonic Signal sent by B is Given
Go
Created
Velocity of Sound in Water when Elapse Time of Ultrasonic Signal sent by A is Given
Go
Unconfined Flow
(9)
Created
Coefficient of Permeability when Equilibrium Equation for a Well in an Unconfined Aquifer is Given
Go
Created
Depth of Water in the Pumping Well when Discharge is Given
Go
Created
Discharge at the Edge of the Zone of Influence
Go
Created
Discharge when Drawdown at the Pumping Well is Given
Go
Created
Drawdown at the Pumping Well
Go
Created
Drawdown when Discharge is Given
Go
Created
Equilibrium Equation for a Well in an Unconfined Aquifer
Go
Created
Saturated Thickness of the Aquifer when Discharge is Given
Go
Created
Transmissivity when Discharge at Drawdown is Given
Go
Unconfined Flow by Dupit's Assumption
(24)
Created
Change in Drawdown when Discharge is Given
Go
Created
Coefficient of Permeability when Discharge per Unit Width of the Aquifer is Given
Go
Created
Coefficient of Permeability when Head is Given
Go
Created
Coefficient of Permeability when Maximum Height of Water Table is Given
Go
Created
Discharge at the Downstream Water Body
Go
Created
Discharge at the Downstream Water Body
Go
Created
Discharge at the Upstream Water Body
Go
Created
Discharge at Upstream Side when Discharge at the Downstream Water Body is Given
Go
Created
Discharge Entering a Drain per Unit Length of the Drain
Go
Created
Discharge per Unit Width of Aquifer at any Location x
Go
Created
Discharge per Unit Width of the Aquifer
Go
Created
Equation for Head
Go
Created
Equation for Water Divide
Go
Created
Length when Discharge entering a Drain per Unit Length of the Drain is Given
Go
Created
Length when Discharge per Unit Width of the Aquifer is Given
Go
Created
Length when Maximum Height of Water Table is Given
Go
Created
Mass Flux Entering the Element
Go
Created
Maximum Height of Water Table
Go
Created
Natural Recharge when Head is Given
Go
Created
Recharge when Discharge at the Downstream Water Body is Given
Go
Created
Recharge when Discharge entering a Drain per Unit Length of the Drain is Given
Go
Created
Recharge when Maximum Height of Water Table is Given
Go
Created
Transmissivity when Discharge and Drawdowns are known
Go
Created
Water Table Profile neglecting the Depths of Water in the Drains
Go
Uniform Flow
(8)
Created
Area when Conveyance of the Channel is Given
Go
Created
Conveyance of the Channel for Uniform Flow
Go
Created
Conveyance of the Channel when Energy Slope is Given
Go
Created