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