Internal Water Pressure using Total Tension in Pipe Solution

STEP 0: Pre-Calculation Summary
Formula Used
Internal Water Pressure in Pipes = (Total Tension in Pipe in KN/Cross-Sectional Area)-((Unit Weight Of Water in KN per Cubic Meter*(Velocity of Flowing Water^2))/[g])
pi = (Ttkn/Acs)-((γwater*(Vfw^2))/[g])
This formula uses 1 Constants, 5 Variables
Constants Used
[g] - Gravitational acceleration on Earth Value Taken As 9.80665
Variables Used
Internal Water Pressure in Pipes - (Measured in Pascal) - Internal Water Pressure in Pipes is the force that pushes water through pipes.
Total Tension in Pipe in KN - (Measured in Newton) - Total Tension in Pipe in KN is defined as the force that tries to elongate a pipe in KN.
Cross-Sectional Area - (Measured in Square Meter) - Cross-Sectional Area is the area of a two-dimensional shape that is obtained when a three-dimensional shape is sliced perpendicular to some specified axis at a point.
Unit Weight Of Water in KN per Cubic Meter - (Measured in Newton per Cubic Meter) - Unit Weight Of Water in KN per Cubic Meter is the weight of water per unit volume of water.
Velocity of Flowing Water - (Measured in Meter per Second) - Velocity of Flowing Water gives the velocity of an element of fluid at a position and time.
STEP 1: Convert Input(s) to Base Unit
Total Tension in Pipe in KN: 482.7 Kilonewton --> 482700 Newton (Check conversion here)
Cross-Sectional Area: 13 Square Meter --> 13 Square Meter No Conversion Required
Unit Weight Of Water in KN per Cubic Meter: 9.81 Kilonewton per Cubic Meter --> 9810 Newton per Cubic Meter (Check conversion here)
Velocity of Flowing Water: 5.67 Meter per Second --> 5.67 Meter per Second No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
pi = (Ttkn/Acs)-((γwater*(Vfw^2))/[g]) --> (482700/13)-((9810*(5.67^2))/[g])
Evaluating ... ...
pi = 4970.88700799183
STEP 3: Convert Result to Output's Unit
4970.88700799183 Pascal -->4.97088700799183 Kilonewton per Square Meter (Check conversion here)
FINAL ANSWER
4.97088700799183 4.970887 Kilonewton per Square Meter <-- Internal Water Pressure in Pipes
(Calculation completed in 00.020 seconds)

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Birsa Institute of Technology (BIT), Sindri
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15 Stresses at Bends Calculators

Buttress Resistance using Head of Water
Go Buttress Resistance in Pipe = ((2*Cross-Sectional Area)*(((Unit Weight Of Water in KN per Cubic Meter*(Velocity of Flowing Water^2))/[g])+(Unit Weight Of Water in KN per Cubic Meter*Head of Liquid in Pipe))*sin((Angle of Bend in Environmental Engi.)/(2)))
Area of Section of Pipe given Head of Water and Buttress Resistance
Go Cross-Sectional Area = Buttress Resistance in Pipe/((2)*(((Unit Weight Of Water in KN per Cubic Meter*(Flow Velocity of Fluid)^2)/[g])+(Unit Weight Of Water in KN per Cubic Meter*Head of Liquid in Pipe))*sin((Angle of Bend in Environmental Engi.)/(2)))
Velocity of Flow of Water with known Head of Water and Buttress Resistance
Go Velocity of Flowing Water = (([g]/Unit Weight Of Water in KN per Cubic Meter)*((Buttress Resistance in Pipe/(2*Cross-Sectional Area*sin((Angle of Bend in Environmental Engi.)/(2)))-Head of Liquid in Pipe*Unit Weight Of Water in KN per Cubic Meter)))
Angle of Bend given Head of Water and Buttress Resistance
Go Angle of Bend in Environmental Engi. = 2*asin(Buttress Resistance in Pipe/((2*Cross-Sectional Area)*(((Unit Weight Of Water in KN per Cubic Meter*(Flow Velocity of Fluid)^2)/[g])+(Unit Weight Of Water in KN per Cubic Meter*Head of Liquid in Pipe))))
Head of Water given Buttress Resistance
Go Head of Liquid = (((Buttress Resistance in Pipe/((2*Cross-Sectional Area)*sin((Angle of Bend in Environmental Engi.)/(2)))-((Unit Weight Of Water in KN per Cubic Meter*Velocity of Flowing Water^2)/[g])))/Unit Weight Of Water in KN per Cubic Meter)
Velocity of Flow of Water given Buttress Resistance
Go Velocity of Flowing Water = sqrt((Buttress Resistance in Pipe/((2*Cross-Sectional Area)*sin((Angle of Bend in Environmental Engi.)/(2)))-Internal Water Pressure in Pipes)*([g]/Unit Weight Of Water in KN per Cubic Meter))
Head of Water given Total Tension in Pipe
Go Head of Liquid in Pipe = (Total Tension in Pipe in KN-((Unit Weight Of Water in KN per Cubic Meter*Cross-Sectional Area*(Velocity of Flowing Water)^2)/[g]))/(Unit Weight Of Water in KN per Cubic Meter*Cross-Sectional Area)
Internal Water Pressure using Buttress Resistance
Go Internal Water Pressure in Pipes = ((Buttress Resistance in Pipe/(2*Cross-Sectional Area*sin((Angle of Bend in Environmental Engi.)/(2))))-((Unit Weight Of Water in KN per Cubic Meter*(Velocity of Flowing Water^2))/[g]))
Buttress Resistance using Angle of Bend
Go Buttress Resistance in Pipe = (2*Cross-Sectional Area)*(((Unit Weight Of Water in KN per Cubic Meter*((Velocity of Flowing Water^2)/[g]))+Internal Water Pressure in Pipes)*sin((Angle of Bend in Environmental Engi.)/(2)))
Angle of Bend given Buttress Resistance
Go Angle of Bend in Environmental Engi. = 2*asin(Buttress Resistance in Pipe/((2*Cross-Sectional Area)*(((Unit Weight Of Water in KN per Cubic Meter*(Flow Velocity of Fluid)^2)/[g])+Water Pressure in KN per Square Meter)))
Area of Section of Pipe given Buttress Resistance
Go Cross-Sectional Area = Buttress Resistance in Pipe/((2)*(((Unit Weight Of Water in KN per Cubic Meter*(Flow Velocity of Fluid)^2)/[g])+Internal Water Pressure in Pipes)*sin((Angle of Bend in Environmental Engi.)/(2)))
Velocity of Flow of Water given Total Tension in Pipe
Go Velocity of Flowing Water = sqrt((Total Tension in Pipe in KN-(Water Pressure in KN per Square Meter*Cross-Sectional Area))*([g]/(Unit Weight Of Water in KN per Cubic Meter*Cross-Sectional Area)))
Area of Section of Pipe given Head of Water
Go Cross-Sectional Area = Total Tension in Pipe in KN/((Unit Weight Of Water in KN per Cubic Meter*Head of Liquid in Pipe)+((Unit Weight Of Water in KN per Cubic Meter*(Velocity of Flowing Water)^2)/[g]))
Area of Section of Pipe given Total Tension in Pipe
Go Cross-Sectional Area = Total Tension in Pipe in KN/((Water Pressure in KN per Square Meter)+((Unit Weight Of Water in KN per Cubic Meter*(Velocity of Flowing Water)^2)/[g]))
Internal Water Pressure using Total Tension in Pipe
Go Internal Water Pressure in Pipes = (Total Tension in Pipe in KN/Cross-Sectional Area)-((Unit Weight Of Water in KN per Cubic Meter*(Velocity of Flowing Water^2))/[g])

Internal Water Pressure using Total Tension in Pipe Formula

Internal Water Pressure in Pipes = (Total Tension in Pipe in KN/Cross-Sectional Area)-((Unit Weight Of Water in KN per Cubic Meter*(Velocity of Flowing Water^2))/[g])
pi = (Ttkn/Acs)-((γwater*(Vfw^2))/[g])

what is Tension in Pipes?

Tension in pipes is the force along the length of medium that is generated under an applied external or internal force. This tension along the length of the pipe threatens to pull it apart causing it to burst.

How to Calculate Internal Water Pressure using Total Tension in Pipe?

Internal Water Pressure using Total Tension in Pipe calculator uses Internal Water Pressure in Pipes = (Total Tension in Pipe in KN/Cross-Sectional Area)-((Unit Weight Of Water in KN per Cubic Meter*(Velocity of Flowing Water^2))/[g]) to calculate the Internal Water Pressure in Pipes, The Internal Water Pressure using Total Tension in Pipe is defined as the force or strength that is used to push water through pipes or other pathways and is created by altitude. Internal Water Pressure in Pipes is denoted by pi symbol.

How to calculate Internal Water Pressure using Total Tension in Pipe using this online calculator? To use this online calculator for Internal Water Pressure using Total Tension in Pipe, enter Total Tension in Pipe in KN (Ttkn), Cross-Sectional Area (Acs), Unit Weight Of Water in KN per Cubic Meter water) & Velocity of Flowing Water (Vfw) and hit the calculate button. Here is how the Internal Water Pressure using Total Tension in Pipe calculation can be explained with given input values -> 0.004971 = (482700/13)-((9810*(5.67^2))/[g]).

FAQ

What is Internal Water Pressure using Total Tension in Pipe?
The Internal Water Pressure using Total Tension in Pipe is defined as the force or strength that is used to push water through pipes or other pathways and is created by altitude and is represented as pi = (Ttkn/Acs)-((γwater*(Vfw^2))/[g]) or Internal Water Pressure in Pipes = (Total Tension in Pipe in KN/Cross-Sectional Area)-((Unit Weight Of Water in KN per Cubic Meter*(Velocity of Flowing Water^2))/[g]). Total Tension in Pipe in KN is defined as the force that tries to elongate a pipe in KN, Cross-Sectional Area is the area of a two-dimensional shape that is obtained when a three-dimensional shape is sliced perpendicular to some specified axis at a point, Unit Weight Of Water in KN per Cubic Meter is the weight of water per unit volume of water & Velocity of Flowing Water gives the velocity of an element of fluid at a position and time.
How to calculate Internal Water Pressure using Total Tension in Pipe?
The Internal Water Pressure using Total Tension in Pipe is defined as the force or strength that is used to push water through pipes or other pathways and is created by altitude is calculated using Internal Water Pressure in Pipes = (Total Tension in Pipe in KN/Cross-Sectional Area)-((Unit Weight Of Water in KN per Cubic Meter*(Velocity of Flowing Water^2))/[g]). To calculate Internal Water Pressure using Total Tension in Pipe, you need Total Tension in Pipe in KN (Ttkn), Cross-Sectional Area (Acs), Unit Weight Of Water in KN per Cubic Meter water) & Velocity of Flowing Water (Vfw). With our tool, you need to enter the respective value for Total Tension in Pipe in KN, Cross-Sectional Area, Unit Weight Of Water in KN per Cubic Meter & Velocity of Flowing Water and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Internal Water Pressure in Pipes?
In this formula, Internal Water Pressure in Pipes uses Total Tension in Pipe in KN, Cross-Sectional Area, Unit Weight Of Water in KN per Cubic Meter & Velocity of Flowing Water. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Internal Water Pressure in Pipes = ((Buttress Resistance in Pipe/(2*Cross-Sectional Area*sin((Angle of Bend in Environmental Engi.)/(2))))-((Unit Weight Of Water in KN per Cubic Meter*(Velocity of Flowing Water^2))/[g]))
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