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