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Calculators Created by bhuvaneshwari

bhuvaneshwari
Coorg institute of technology (CIT), Kodagu
69
Formulas Created
9
Formulas Verified
21
Across Categories

List of Calculators by bhuvaneshwari

Following is a combined list of all the calculators that have been created and verified by bhuvaneshwari. bhuvaneshwari has created 69 and verified 9 calculators across 21 different categories till date.
Consumptive Use of Water or Evapotranspiration (2)
Created Blaney-Criddle Formula of Monthly Consumptive Use
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Created Hargreave's Class A Pan Evaporation Method
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Depth of Water Held by Soil in Root Zone (4)
Created Depth of Water Stored in Root Zone in Filling Soil up to Field Capacity
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Created Field Capacity of Water
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Created Total Water Storage Capacity of Soil
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Created Weight of Water Retained in Unit Area of Soil
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Design of Lined Irrigation Channels (5)
Created Area of Trapezoidal Channel Section for Smaller Discharge
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Created Area of Triangular Channel Section for Small Discharges
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Created Hydraulic Mean Depth of Triangular Section
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Created Perimeter of Trapezoidal Channel Section for Small Discharges
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Created Perimeter of Triangular Channel Section for Small Discharges
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Design of Non-Scouring Stable Channels having Protected Side Slopes (Shield's Entrainmnet Method) (5)
Created Drag Force Exerted by Flow
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Created General Relation between Resisting Shear and Diameter of Particle
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Created Manning's Rugosity Coefficient according to Stickler's Formula
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Created Resisting Shear against Movement of Particle
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Created Unprotected Side Slopes Shear Stress Required to Move Single Grain
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Economical Structural Steel (3)
Verified Material Price p1 using Relative Material Cost Ratio
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Verified Material Price p2 using Relative Material Cost Ratio
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Verified Relative Material Cost Ratio
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19 More Economical Structural Steel Calculators
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Forces acting on Gravity Dam (8)
Created Force Exerted by Silt in Addition to External Water Pressure represented by Rankine's Formula
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Created Maximum Pressure Intensity due to Wave Action
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Created Moment of Hydrodynamic Force about Base
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Created Net Effective Weight of Dam
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Created Resultant Force due to External Water Pressure acting from Base
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Created Von Karman Equation of Amount of Hydrodynamic Force acting from Base
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Created Wave Height for Fetch Less than 32 kilometers
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Created Wave Height for Fetch more than 32 kilometers
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Important terms Connected with Hydropower (3)
Created Capacity Factor or Plant Factor
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Created Load Factor
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Created Utilization Factor or Plant Use Factor
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Infiltration Index (1)
Created Runoff Coefficient given W-Index
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5 More Infiltration Index Calculators
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Ingli's Formula (1)
Created Run-off in Cm for Non Ghat Area
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5 More Ingli's Formula Calculators
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Irrigation and Methods of Irrigation (4)
Created Approximate Time Required to Cover Area of Land Irrigated with Water
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Created Determination of Supply Ditch of Discharge Q when Maximum Area is Irrigated
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Created Maximum Area that can be Irrigated with Supply Ditch of Discharge Q
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Created Soil Infiltration Capacity when Maximum Area is Irrigated
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Irrigation Efficiencies (6)
Created Consumptive Use Efficiency
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Created Water Application Efficiency
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Created Water Conveyance Efficiency
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Created Water Distribution Efficiency
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Created Water Storage Efficiency
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Created Water Use Efficiency
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Irrigation Water Quality (4)
Created Concentration of Salt in Irrigation Water
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Created Consumptive Use of Water
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Created Effective Rainfall or Useful Rainfall
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Created Salinity Concentration of Soil Solution
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Kennedy's Theory (2)
Created Kutter's Formula
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Created R G Kennedy Equation for Critical Velocity
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Khosla's Theory (2)
Created Correction for Mutual Interference of Pile
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Created Khosla Derived Expression for Exit Gradient
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Lacey's Theory (5)
Created Area of Regime Channel Section
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Created Bed Slope of Channel
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Created Hydraulic Mean Depth for Regime Channel using Lacey's Theory
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Created Velocity for Regime Channel using Lacey's Theory
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Created Wetted Perimeter of Channel
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Methods Used for Designing the Channel Transitions (2)
Created Chaturvedi's Semi Cubical Parabolic Transition when Water Depth remains Contant
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Created Mitra's Hyperbolic Transition when Water Depth remains Constant
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Reclamation of Saline and Alkaline Lands (4)
Created Consumptive Use given Total Irrigation Water Depth
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Created Depth of Water Drained Out Per Unit Area
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Created Leaching Requirement of Soil
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Created Total Irrigation Water Depth Applied
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Relation to Predict the Spacing between Tile Drains (2)
Created Spacing between Drains if Discharge is Considered
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Created Total Discharge carried by Drain
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Shear on Connectors (6)
Verified Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear
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Verified Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors
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Verified Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear
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Verified Total Horizontal Shear between Interior Support and Point of Contraflexure
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Verified Total Horizontal Shear to be Resisted by Shear Connectors
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Verified Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors
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3 More Shear on Connectors Calculators
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Structural Stability of Gravity Dams (7)
Created Max Vertical Direct Stress Distribution at Base
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Created Maximum Height in Elementary Profile without Exceeding Allowable Compressive Stress of Dam
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Created Maximum Possible Height when Uplift is Neglected in Elementary Profile of Gravity Dam
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Created Minimum Vertical Direct Stress Distribution at Base
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Created Shear Friction Factor
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Created Sliding Factor
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Created Width of Elementary Gravity Dam
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Water Requirements of Crops and Canal Irrigation (2)
Created Discharge Required at Outlet
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Created Time Factor
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