Calculator A to Z

Calculators Created by Ayush Singh

Ayush Singh
Gautam Buddha University (GBU), Greater Noida
https://www.linkedin.com/in/ayush-singh-34977a1b0/
34
Formulas Created
95
Formulas Verified
38
Across Categories

List of Calculators by Ayush Singh

Following is a combined list of all the calculators that have been created and verified by Ayush Singh. Ayush Singh has created 34 and verified 95 calculators across 38 different categories till date.
CFD- Computational Fluid Dyanmics (2)
Verified Drag on airfoil
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Verified Lift on airfoil
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5 More CFD- Computational Fluid Dyanmics Calculators
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Consumptive use of Water or Evapotranspiration (2)
Verified Blaney-Criddle Formula of monthly consumptive use
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Verified Hargreave's Class A pan evaporation method
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Curve Number (CN) (2)
Created Curve Number
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Created Potential Maximum Retention
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1 More Curve Number (CN) Calculators
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Deductions for openings(door, windows) in masonary (4)
Verified Volume of deduction for arch masonry work
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Verified Volume of deduction for rectangular opening
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Verified Volume of deduction for segmental arch opening
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Verified Volume of deduction for semi-circular arch opening
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Depth of water held by soil in root zone (4)
Verified Depth of water stored in root zone in filling soil upto field capacity
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Verified Field capacity of water
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Verified Total water storage capacity of soil
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Verified Weight of water retained in unit area of soil
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Design of lined irrigation channels (5)
Verified Hydraulic mean depth of triangular section
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Verified Perimeter of trapezoidal channel section for small discharges
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Verified Perimeter of triangular channel section for small discharges
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Verified Traingular channel section for small discharges
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Verified Trapezoidal channel section for smaller discharge
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Design of Non-Scouring stable channels having protected side slopes (Shield's Entrainmnet Method) (5)
Verified Drag force exerted by flow
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Verified General relation between resisting shear and diameter of particle
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Verified Manning's Rugosity Coefficient according to Stickler's Formula
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Verified Resisting shear against movement of particle
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Verified Unprotected side slopes shear stress required to move single grain
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Design of Worm Gear (3)
Verified Efficiency of Worm Gear given lead angle, pressure angle and coefficient of friction
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Verified Lead angle of Worm Gear given number of starts and diametral quotient
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Verified Rubbing speed of Worm Gear
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4 More Design of Worm Gear Calculators
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Dilution Technique of Streamflow Measurements (1)
Created Constant Rate Injection Method or Plateau Gauging
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1 More Dilution Technique of Streamflow Measurements Calculators
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Electromagnetic Method (2)
Created Current in coil in Electromagnetic Method
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Created Depth of Flow in Electromagnetic Method
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1 More Electromagnetic Method Calculators
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Empirical Evaporation Equations (1)
Created Dalton-type Equation
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2 More Empirical Evaporation Equations Calculators
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Equivalent Column Concept (3)
Created Curvature of Column based on Column mode of Failure
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Created Length of Equivalent pin ended Column given max Deflection at Mid Height
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Created Maximum deflection at mid-height of equivalent pin-ended column
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2 More Equivalent Column Concept Calculators
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Exit Gradient (1)
Verified Khosla derived expression for exit gradient
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Forces acting on Gravity Dam (8)
Verified Force exerted by silt in addition to external water pressure represented by Rankine's formula
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Verified Maximum pressure intensity due to wave action
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Verified Moment of hydrodynamic force about base
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Verified Net effective weight of dam
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Verified Resultant force due to external water pressure acting from base
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Verified Von Karman equation of amount of hydrodynamic force acting from base
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Verified Wave height for fetch less than 32 kilometers
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Verified Wave height for fetch more than 32 kilometers
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Important terms connected with Hydropower (3)
Verified Capacity Factor or Plant Factor
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Verified Load Factor
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Verified Utilization Factor or Plant Use Factor
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Intermediate and High Flows (3)
Created Conveyance Function determined by Chezy's Law
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Created Cross-sectional Area using Chezy's Law
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Created Wetted Perimeter using Chezy's Law
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5 More Intermediate and High Flows Calculators
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Irrigation and Methods of Irrigation (4)
Verified Approximate time required to cover area of land irrigated with water
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Verified Determination of supply ditch of discharge Q when maximum area is irrigated
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Verified Maximum area that can be irrigated with supply ditch of discharge Q
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Verified Soil infiltration capacity when maximum area is irrigated
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Irrigation Efficiencies (6)
Verified Consumptive use Efficiency
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Verified Water Application Efficiency
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Verified Water Conveyance Efficiency
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Verified Water Distribution Efficiency
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Verified Water Storage Efficiency
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Verified Water Use Efficiency
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Irrigation Water Quality (4)
Verified Concentration of salt in irrigation water
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Verified Consumptive use of water
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Verified Effective rainfall or useful rainfall
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Verified Salinity concentration of soil solution
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Kennedy's Theory (2)
Verified Kutter's Formula
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Verified R G Kennedy equation for critical velocity
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Khosla's Method of Independent Variables (1)
Verified Correction for mutual interference of pile
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Lacey's Theory (5)
Verified Area of regime channel section
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Verified Bed slope is determined as
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Verified Hydraulic mean depth for regime channel using lacey's theory
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Verified Velocity for regime channel using lacey's theory
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Verified Wetted perimeter can be computed as
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Methods used for designing the channel transitions (2)
Verified Chaturvedi's semi cubical parabolic transition when water depth remains contant
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Verified Mitra's hyperbolic transition when water depth remains constant
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Minimum eccentricity in design of RCC Columns (1)
Created Axial Load carrying Capacity of Column
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2 More Minimum eccentricity in design of RCC Columns Calculators
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Non-Uniform Flow (3)
Created Area of Channel with known conveyance of channel at Section 1
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Created Area of Channel with known conveyance of channel at Section 2
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Created Conveyance of Channel at end Sections at 2
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10 More Non-Uniform Flow Calculators
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Plastic Analysis (8)
Verified Plastic Moment for Circular section
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Verified Plastic Moment for fixed beam with load at its center
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Verified Plastic Moment for Fixed Beam with UDL
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Verified Plastic Moment for Propped cantilever
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Verified Plastic Moment for Rectangular Section
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Verified Plastic Moment for SSB with load at distance
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Verified Plastic Moment for SSB with Point load at center
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Verified Plastic Moment for SSB with UDL
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2 More Plastic Analysis Calculators
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PWD method (2)
Verified Length of long wall
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Verified Length of short wall
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Quantity of earthwork for embankments (5)
Verified Mean sectional area method
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Verified Mid sectional area method
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Verified Prizmoidal Formula for series of cross sections of road
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Verified Sloping surface area of embankment
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Verified Trapezoidal Formula for series of cross sections of road
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1 More Quantity of earthwork for embankments Calculators
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Quantity of earthwork in hill road (1)
Verified Quantity of earthwork for hill road partially in banking
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2 More Quantity of earthwork in hill road Calculators
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Rail Joints and Welding of Rails (2)
Created Force required to prevent expansion
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Created Increase in length due to expansion
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Reclamation of Saline and Alkaline Lands (4)
Verified Consumptive use given total irrigation water depth
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Verified Depth of water drained out per unit area
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Verified Leaching requirement of soil
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Verified Total irrigation water depth applied
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Relation to predict the spacing between tile drains (2)
Verified Spacing between drains if discharge is considered
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Verified Total discharge carried by drain
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Short Axially Loaded Tied Columns (1)
Created Percentage of compression reinforcement given area of longitudinal reinforcement
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10 More Short Axially Loaded Tied Columns Calculators
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Structural stability of Gravity Dams (7)
Verified Max vertical direct stress distribution at base
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Verified Maximum height in elementary profile without exceeding allowable compressive stress of dam
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Verified Maximum possible height when uplift is neglected in elementary profile of gravity dam
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Verified Minimum vertical direct stress distribution at base
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Verified Shear Friction Factor
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Verified Sliding Factor
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Verified Width of elementary gravity dam
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Summit Curve (4)
Created Length of summit curve for stopping sight distance when curve length is less than SSD
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Created Length of summit curve for stopping sight distance when curve length is more than SSD
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Created Length of Summit Curve when Length of Curve is greater than OSD or ISD
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Created Length of Summit Curve when Length of Curve is less than OSD or ISD
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Transition Curve (6)
Created Length of Transition Curve according to Rate of change of Centrifugal Acceleration
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Created Length of Transition Curve according to Rate of Introduction of Superelevation
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Created Length of transition curve by empirical formula for mountainous and steep terrains
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Created Length of transition curve by empirical formula for plain and rolling terrain
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Created Length of transition curve if pavement is rotated about inner edge
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Created Radius of Circular Curve given Length of Transition Curve
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Valley Curve (4)
Created Length of Valley Curve for Head Light Sight Distance when Length is less than SSD
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Created Length of Valley Curve for Head Light Sight Distance when Length is more than SSD
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Created Length of Valley Curve given Beam Angle and Height of Head Light
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Created Length of Valley Curve given Height of Head Light and Beam Angle
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Water Requirements of Crops and Canal Irrigation (2)
Verified Discharge required at outlet
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Verified Time factor
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