Internal Water Pressure using Total Tension in Pipe Calculator

✖Total Tension of Pipe in MN is defined as the force that tries to elongate a pipe.ⓘ Total Tension of Pipe in MN [T_mn]			+10% -10%
✖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.ⓘ Cross-Sectional Area [A_cs]			+10% -10%
✖Unit Weight of Water in KN per Cubic Meter is the weight of water per unit volume of water.ⓘ Unit Weight of Water in KN per Cubic Meter [γ_water]			+10% -10%
✖Velocity of Flowing Water gives the velocity of an element of fluid at a position and time.ⓘ Velocity of Flowing Water [V_fw]			+10% -10%

✖Internal Water Pressure in Pipes is the force that pushes water through pipes.ⓘ Internal Water Pressure using Total Tension in Pipe [p_i]

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Internal Water Pressure using Total Tension in Pipe Solution

STEP 0: Pre-Calculation Summary

Formula Used

Internal Water Pressure in Pipes = (Total Tension of Pipe in MN/Cross-Sectional Area)-((Unit Weight of Water in KN per Cubic Meter*(Velocity of Flowing Water^2))/[g])
p_i = (T_mn/A_cs)-((γ_water*(V_fw^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 of Pipe in MN - (Measured in Newton) - Total Tension of Pipe in MN is defined as the force that tries to elongate a pipe.
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 of Pipe in MN: 1.36 Meganewton --> 1360000 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

p_i = (T_mn/A_cs)-((γ_water*(V_fw^2))/[g]) --> (1360000/13)-((9810*(5.67^2))/[g])

Evaluating ... ...

p_i = 72455.5023926072

STEP 3: Convert Result to Output's Unit

72455.5023926072 Pascal -->72.4555023926072 Kilonewton per Square Meter (Check conversion here)

FINAL ANSWER

72.4555023926072 ≈ 72.4555 Kilonewton per Square Meter <-- Internal Water Pressure in Pipes

(Calculation completed in 00.004 seconds)

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Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

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Meerut Institute of Engineering and Technology (MIET), Meerut

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< Stresses at Bends Calculators

Buttress Resistance using Head of Water

LaTeX 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 the Liquid))*sin((Angle of Bend in Environmental Engi.)/(2)))

Angle of Bend given Head of Water and Buttress Resistance

LaTeX 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))))

Buttress Resistance using Angle of Bend

LaTeX 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

Internal Water Pressure using Total Tension in Pipe Formula

LaTeX Go

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 of Pipe in MN/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 value of internal water pressure within a structure, such as a dam or a retaining wall, by considering the total tension in pipe. Internal Water Pressure in Pipes is denoted by p_i 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 of Pipe in MN (T_mn), Cross-Sectional Area (A_cs), Unit Weight of Water in KN per Cubic Meter (γ_water) & Velocity of Flowing Water (V_fw) 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 -> 0.072456 = (1360000/13)-((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 value of internal water pressure within a structure, such as a dam or a retaining wall, by considering the total tension in pipe and is represented as p_i = (T_mn/A_cs)-((γ_water*(V_fw^2))/[g]) or Internal Water Pressure in Pipes = (Total Tension of Pipe in MN/Cross-Sectional Area)-((Unit Weight of Water in KN per Cubic Meter*(Velocity of Flowing Water^2))/[g]). Total Tension of Pipe in MN is defined as the force that tries to elongate a pipe, 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 value of internal water pressure within a structure, such as a dam or a retaining wall, by considering the total tension in pipe is calculated using Internal Water Pressure in Pipes = (Total Tension of Pipe in MN/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 of Pipe in MN (T_mn), Cross-Sectional Area (A_cs), Unit Weight of Water in KN per Cubic Meter (γ_water) & Velocity of Flowing Water (V_fw). With our tool, you need to enter the respective value for Total Tension of Pipe in MN, 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 of Pipe in MN, 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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