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Specific Gravity of Sediment given Self Cleaning Invert Slope Calculator

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✖The Self Cleaning Invert Slope refers to the minimum slope required in a sewer to maintain flow velocity that prevents sediment buildup.ⓘ Self Cleaning Invert Slope [sL_I]			+10% -10%
✖Dimensional Constant indicates important characteristics of sediments present in the sewage. Its value usually varies from 0.04 (start of scouring of clean grit) to 0.08 (full removal of sticky grit).ⓘ Dimensional Constant [k]			+10% -10%
✖The Hydraulic Mean Depth refers to the cross-sectional area of flow divided by the wetted perimeter, used to analyze fluid flow in channels.ⓘ Hydraulic Mean Depth [m]			+10% -10%
✖The Diameter of Particle is the straight-line distance across its widest point, typically measured in micrometers or millimeters.ⓘ Diameter of Particle [d^']			+10% -10%

✖Specific Gravity of Sediment is the ratio of sediment particle density to the density of water, indicating its heaviness.ⓘ Specific Gravity of Sediment given Self Cleaning Invert Slope [G]

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Specific Gravity of Sediment given Self Cleaning Invert Slope Solution

STEP 0: Pre-Calculation Summary

Formula Used

Specific Gravity of Sediment = (Self Cleaning Invert Slope/((Dimensional Constant/Hydraulic Mean Depth)*Diameter of Particle))+1
G = (sL_I/((k/m)*d^'))+1
This formula uses 5 Variables

Variables Used

Specific Gravity of Sediment - Specific Gravity of Sediment is the ratio of sediment particle density to the density of water, indicating its heaviness.
Self Cleaning Invert Slope - The Self Cleaning Invert Slope refers to the minimum slope required in a sewer to maintain flow velocity that prevents sediment buildup.
Dimensional Constant - Dimensional Constant indicates important characteristics of sediments present in the sewage. Its value usually varies from 0.04 (start of scouring of clean grit) to 0.08 (full removal of sticky grit).
Hydraulic Mean Depth - (Measured in Meter) - The Hydraulic Mean Depth refers to the cross-sectional area of flow divided by the wetted perimeter, used to analyze fluid flow in channels.
Diameter of Particle - (Measured in Meter) - The Diameter of Particle is the straight-line distance across its widest point, typically measured in micrometers or millimeters.

STEP 1: Convert Input(s) to Base Unit

Self Cleaning Invert Slope: 5.76E-06 --> No Conversion Required
Dimensional Constant: 0.04 --> No Conversion Required
Hydraulic Mean Depth: 10 Meter --> 10 Meter No Conversion Required
Diameter of Particle: 4.8 Millimeter --> 0.0048 Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

G = (sL_I/((k/m)*d^'))+1 --> (5.76E-06/((0.04/10)*0.0048))+1

Evaluating ... ...

G = 1.3

STEP 3: Convert Result to Output's Unit

1.3 --> No Conversion Required

FINAL ANSWER

1.3 <-- Specific Gravity of Sediment

(Calculation completed in 00.004 seconds)

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Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

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< Specific Gravity of Sediment Calculators

Specific Gravity of Sediment given Drag Force

LaTeX Go Specific Gravity of Sediment = (Drag Force/(Unit Weight of Fluid*(1-Rugosity Coefficient)*Volume per Unit Area*sin(Angle of Inclination of Plane to Horizontal)))+1

Specific Gravity of Sediment given Friction Factor

LaTeX Go Specific Gravity of Sediment = ((Self Cleansing Velocity)^2/((8*[g]*Dimensional Constant*Diameter of Particle)/Friction Factor))+1

Specific Gravity of Sediment given Self Cleaning Invert Slope

LaTeX Go Specific Gravity of Sediment = (Self Cleaning Invert Slope/((Dimensional Constant/Hydraulic Mean Depth)*Diameter of Particle))+1

Specific Gravity of Sediment given Self Cleansing Velocity

LaTeX Go Specific Gravity of Sediment = ((Self Cleansing Velocity/Chezy's Constant)^2/(Diameter of Particle*Dimensional Constant))+1

Specific Gravity of Sediment given Self Cleaning Invert Slope Formula

LaTeX Go

Specific Gravity of Sediment = (Self Cleaning Invert Slope/((Dimensional Constant/Hydraulic Mean Depth)*Diameter of Particle))+1
G = (sL_I/((k/m)*d^'))+1

What is Self Cleaning Invert Slope?

The self-cleaning invert slope is the minimum slope needed in a sewer or drainage system to ensure that the flow velocity is high enough to prevent sediment from settling. This slope helps maintain a self-cleaning condition, reducing the risk of blockages and minimizing maintenance needs. The required slope depends on factors such as pipe material, diameter, flow rate, and sediment type, and is critical for the efficient and long-term operation of sewer systems.

How to Calculate Specific Gravity of Sediment given Self Cleaning Invert Slope?

Specific Gravity of Sediment given Self Cleaning Invert Slope calculator uses Specific Gravity of Sediment = (Self Cleaning Invert Slope/((Dimensional Constant/Hydraulic Mean Depth)*Diameter of Particle))+1 to calculate the Specific Gravity of Sediment, The Specific Gravity of Sediment given Self Cleaning Invert Slope is the ratio of sediment particle density to the density of water, indicating its heaviness. Specific Gravity of Sediment is denoted by G symbol.

How to calculate Specific Gravity of Sediment given Self Cleaning Invert Slope using this online calculator? To use this online calculator for Specific Gravity of Sediment given Self Cleaning Invert Slope, enter Self Cleaning Invert Slope (sL_I), Dimensional Constant (k), Hydraulic Mean Depth (m) & Diameter of Particle (d^') and hit the calculate button. Here is how the Specific Gravity of Sediment given Self Cleaning Invert Slope calculation can be explained with given input values -> 78126 = (self_cleaning_invert_slope/((0.04/10)*0.0048))+1.

FAQ

What is Specific Gravity of Sediment given Self Cleaning Invert Slope?

The Specific Gravity of Sediment given Self Cleaning Invert Slope is the ratio of sediment particle density to the density of water, indicating its heaviness and is represented as G = (sL_I/((k/m)*d^'))+1 or Specific Gravity of Sediment = (Self Cleaning Invert Slope/((Dimensional Constant/Hydraulic Mean Depth)*Diameter of Particle))+1. The Self Cleaning Invert Slope refers to the minimum slope required in a sewer to maintain flow velocity that prevents sediment buildup, Dimensional Constant indicates important characteristics of sediments present in the sewage. Its value usually varies from 0.04 (start of scouring of clean grit) to 0.08 (full removal of sticky grit), The Hydraulic Mean Depth refers to the cross-sectional area of flow divided by the wetted perimeter, used to analyze fluid flow in channels & The Diameter of Particle is the straight-line distance across its widest point, typically measured in micrometers or millimeters.

How to calculate Specific Gravity of Sediment given Self Cleaning Invert Slope?

The Specific Gravity of Sediment given Self Cleaning Invert Slope is the ratio of sediment particle density to the density of water, indicating its heaviness is calculated using Specific Gravity of Sediment = (Self Cleaning Invert Slope/((Dimensional Constant/Hydraulic Mean Depth)*Diameter of Particle))+1. To calculate Specific Gravity of Sediment given Self Cleaning Invert Slope, you need Self Cleaning Invert Slope (sL_I), Dimensional Constant (k), Hydraulic Mean Depth (m) & Diameter of Particle (d^'). With our tool, you need to enter the respective value for Self Cleaning Invert Slope, Dimensional Constant, Hydraulic Mean Depth & Diameter of Particle 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 Specific Gravity of Sediment?

In this formula, Specific Gravity of Sediment uses Self Cleaning Invert Slope, Dimensional Constant, Hydraulic Mean Depth & Diameter of Particle. We can use 3 other way(s) to calculate the same, which is/are as follows -

Specific Gravity of Sediment = (Drag Force/(Unit Weight of Fluid*(1-Rugosity Coefficient)*Volume per Unit Area*sin(Angle of Inclination of Plane to Horizontal)))+1
Specific Gravity of Sediment = ((Self Cleansing Velocity/Chezy's Constant)^2/(Diameter of Particle*Dimensional Constant))+1
Specific Gravity of Sediment = ((Self Cleansing Velocity)^2/((8*[g]*Dimensional Constant*Diameter of Particle)/Friction Factor))+1

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