Upward Force due to Seepage Water Solution

STEP 0: Pre-Calculation Summary
Formula Used
Upward Force in Seepage Analysis = (Unit Weight of Water*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2)
Fu = (γwater*z*(cos((i*pi)/180))^2)
This formula uses 1 Constants, 1 Functions, 4 Variables
Constants Used
pi - Archimedes' constant Value Taken As 3.14159265358979323846264338327950288
Functions Used
cos - Cosine of an angle is the ratio of the side adjacent to the angle to the hypotenuse of the triangle., cos(Angle)
Variables Used
Upward Force in Seepage Analysis - (Measured in Pascal) - Upward Force in Seepage Analysis is due to seepage water.
Unit Weight of Water - (Measured in Newton per Cubic Meter) - Unit Weight of Water is mass per unit of water.
Depth of Prism - (Measured in Meter) - Depth of Prism is the length of prism along z direction.
Angle of Inclination to Horizontal in Soil - (Measured in Radian) - Angle of Inclination to Horizontal in Soil is defined as the angle measured from the horizontal surface of the wall or any object.
STEP 1: Convert Input(s) to Base Unit
Unit Weight of Water: 9.81 Kilonewton per Cubic Meter --> 9810 Newton per Cubic Meter (Check conversion ​here)
Depth of Prism: 3 Meter --> 3 Meter No Conversion Required
Angle of Inclination to Horizontal in Soil: 64 Degree --> 1.11701072127616 Radian (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Fu = (γwater*z*(cos((i*pi)/180))^2) --> (9810*3*(cos((1.11701072127616*pi)/180))^2)
Evaluating ... ...
Fu = 29418.815806862
STEP 3: Convert Result to Output's Unit
29418.815806862 Pascal -->29.418815806862 Kilonewton per Square Meter (Check conversion ​here)
FINAL ANSWER
29.418815806862 29.41882 Kilonewton per Square Meter <-- Upward Force in Seepage Analysis
(Calculation completed in 00.004 seconds)

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Steady State Seepage Analysis Along The Slopes Calculators

Inclined Length of Prism given Saturated Unit Weight
​ LaTeX ​ Go Inclined Length of Prism = Weight of Prism in Soil Mechanics/(Saturated Unit Weight of Soil*Depth of Prism*cos((Angle of Inclination to Horizontal in Soil*pi)/180))
Weight of Soil Prism given Saturated Unit Weight
​ LaTeX ​ Go Weight of Prism in Soil Mechanics = (Saturated Unit Weight of Soil*Depth of Prism*Inclined Length of Prism*cos((Angle of Inclination to Horizontal in Soil*pi)/180))
Vertical Stress on Prism given Saturated Unit Weight
​ LaTeX ​ Go Vertical Stress at a Point in Kilopascal = (Saturated Unit Weight of Soil*Depth of Prism*cos((Angle of Inclination to Horizontal in Soil*pi)/180))
Normal Stress Component given Saturated Unit Weight
​ LaTeX ​ Go Normal Stress in Soil Mechanics = (Saturated Unit Weight of Soil*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2)

Upward Force due to Seepage Water Formula

​LaTeX ​Go
Upward Force in Seepage Analysis = (Unit Weight of Water*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2)
Fu = (γwater*z*(cos((i*pi)/180))^2)

What is Upward Force?

When an object is immersed in a fluid, the upward force on the bottom of an object is greater than the downward force on the top of the object. The result is a net upward force (a buoyant force) on any object in any fluid.

How to Calculate Upward Force due to Seepage Water?

Upward Force due to Seepage Water calculator uses Upward Force in Seepage Analysis = (Unit Weight of Water*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2) to calculate the Upward Force in Seepage Analysis, The Upward Force due to Seepage Water is defined as the value of upward force when we have prior information of other parameters used. Upward Force in Seepage Analysis is denoted by Fu symbol.

How to calculate Upward Force due to Seepage Water using this online calculator? To use this online calculator for Upward Force due to Seepage Water, enter Unit Weight of Water water), Depth of Prism (z) & Angle of Inclination to Horizontal in Soil (i) and hit the calculate button. Here is how the Upward Force due to Seepage Water calculation can be explained with given input values -> 0.029419 = (9810*3*(cos((1.11701072127616*pi)/180))^2).

FAQ

What is Upward Force due to Seepage Water?
The Upward Force due to Seepage Water is defined as the value of upward force when we have prior information of other parameters used and is represented as Fu = (γwater*z*(cos((i*pi)/180))^2) or Upward Force in Seepage Analysis = (Unit Weight of Water*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2). Unit Weight of Water is mass per unit of water, Depth of Prism is the length of prism along z direction & Angle of Inclination to Horizontal in Soil is defined as the angle measured from the horizontal surface of the wall or any object.
How to calculate Upward Force due to Seepage Water?
The Upward Force due to Seepage Water is defined as the value of upward force when we have prior information of other parameters used is calculated using Upward Force in Seepage Analysis = (Unit Weight of Water*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2). To calculate Upward Force due to Seepage Water, you need Unit Weight of Water water), Depth of Prism (z) & Angle of Inclination to Horizontal in Soil (i). With our tool, you need to enter the respective value for Unit Weight of Water, Depth of Prism & Angle of Inclination to Horizontal in Soil 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 Upward Force in Seepage Analysis?
In this formula, Upward Force in Seepage Analysis uses Unit Weight of Water, Depth of Prism & Angle of Inclination to Horizontal in Soil. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Upward Force in Seepage Analysis = Normal Stress in Soil Mechanics-Effective Normal Stress in Soil Mechanics
  • Upward Force in Seepage Analysis = Normal Stress in Soil Mechanics-(Submerged Unit Weight in KN per Cubic Meter*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2)
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