Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water Calculator

✖Rate of Flow of Water through Soil is the rate at which a water flows through a particular channel, pipe, etc.ⓘ Rate of Flow of Water through Soil [q_flow]			+10% -10%
✖The Coefficient of Permeability of soil describes how easily a liquid will move through the soil.ⓘ Coefficient of Permeability [k]			+10% -10%
✖Hydraulic Gradient in Soil is the driving force that causes groundwater to move in the direction of maximum decreasing total head.ⓘ Hydraulic Gradient in Soil [i]			+10% -10%

✖Cross Sectional Area in Permeability is defined as the area of tube used in permeability test.ⓘ Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water [A_cs]

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Formula

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Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water

Formula

`"A"_{"cs"} = ("q"_{"flow"}/("k"*"i"))`

Example

`"12.06091m²"=("24m³/s"/("0.99m/s"*"2.01"))`

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Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water Solution

STEP 0: Pre-Calculation Summary

Formula Used

Cross Sectional Area in Permeability = (Rate of Flow of Water through Soil/(Coefficient of Permeability*Hydraulic Gradient in Soil))
A_cs = (q_flow/(k*i))
This formula uses 4 Variables

Variables Used

Cross Sectional Area in Permeability - (Measured in Square Meter) - Cross Sectional Area in Permeability is defined as the area of tube used in permeability test.
Rate of Flow of Water through Soil - (Measured in Cubic Meter per Second) - Rate of Flow of Water through Soil is the rate at which a water flows through a particular channel, pipe, etc.
Coefficient of Permeability - (Measured in Meter per Second) - The Coefficient of Permeability of soil describes how easily a liquid will move through the soil.
Hydraulic Gradient in Soil - Hydraulic Gradient in Soil is the driving force that causes groundwater to move in the direction of maximum decreasing total head.

STEP 1: Convert Input(s) to Base Unit

Rate of Flow of Water through Soil: 24 Cubic Meter per Second --> 24 Cubic Meter per Second No Conversion Required
Coefficient of Permeability: 0.99 Meter per Second --> 0.99 Meter per Second No Conversion Required
Hydraulic Gradient in Soil: 2.01 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

A_cs = (q_flow/(k*i)) --> (24/(0.99*2.01))

Evaluating ... ...

A_cs = 12.0609075832956

STEP 3: Convert Result to Output's Unit

12.0609075832956 Square Meter --> No Conversion Required

FINAL ANSWER

12.0609075832956 ≈ 12.06091 Square Meter <-- Cross Sectional Area in Permeability

(Calculation completed in 00.004 seconds)

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Home » Engineering » Civil » Geotechnical Engineering » Compaction of Soil » Soil Compaction Test » Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water

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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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< 24 Soil Compaction Test Calculators

Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water

Go Cross Sectional Area in Permeability = (Rate of Flow of Water through Soil/(Coefficient of Permeability*Hydraulic Gradient in Soil))

Coefficient of Permeability given Rate of Flow of Water

Go Coefficient of Permeability = (Rate of Flow of Water through Soil/(Hydraulic Gradient in Soil*Cross Sectional Area in Permeability))

Hydraulic Gradient given Rate of Flow of Water

Go Hydraulic Gradient in Soil = (Rate of Flow of Water through Soil/(Coefficient of Permeability*Cross Sectional Area in Permeability))

Rate of Flow of Water through Saturated Soil by Darcy's Law

Go Rate of Flow of Water through Soil = (Coefficient of Permeability*Hydraulic Gradient in Soil*Cross Sectional Area in Permeability)

Settlement of Plate in Load Bearing Test

Go Settlement of Plate = Settlement Foundation*((1+Width of Full Size Bearing Plate)/(2*Width of Full Size Bearing Plate))^2

Width of Full Size Bearing Plate in Load Bearing Test

Go Width of Full Size Bearing Plate = (1/(2*sqrt(Settlement of Plate/Settlement Foundation)-1))

Weight of Moist Soil given Percent Moisture in Sand Cone Method

Go Weight of Moist Soil = ((Percent Moisture*Weight of Dry Soil/100)+Weight of Dry Soil)

Percent Moisture in Sand Cone Method

Go Percent Moisture = (100*(Weight of Moist Soil-Weight of Dry Soil))/Weight of Dry Soil

Force per Unit Area Required for Penetration of Standard Material given CBR

Go Force Per Unit Area Stand. = (Force per Unit Area/California Bearing Ratio)

California Bearing Ratio for Strength of Soil that Underlies Pavement

Go California Bearing Ratio = (Force per Unit Area/Force Per Unit Area Stand.)

Force per Unit Area Required to Penetrate Soil Mass with Circular Piston given CBR

Go Force per Unit Area = California Bearing Ratio*Force Per Unit Area Stand.

Weight of Dry Soil given Percent Moisture in Sand Cone Method

Go Weight of Dry Soil = (100*Weight of Moist Soil)/(Percent Moisture+100)

Field Density of Soil given Dry Density of Soil in Sand Cone Method

Go Bulk Density of Soil = (Dry Density*(1+(Percent Moisture/100)))

Dry Density of Soil in Sand Cone Method

Go Dry Density = (Bulk Density of Soil/(1+(Percent Moisture/100)))

Percent Moisture Content given Dry Density of Soil in Sand Cone Method

Go Percent Moisture = 100*((Bulk Density of Soil/Dry Density)-1)

Weight of Soil given Field Density in Sand Cone Method

Go Weight of Total Soil = (Bulk Density of Soil*Volume of Soil)

Volume of Soil given Field Density in Sand Cone Method

Go Volume of Soil = (Weight of Total Soil/Bulk Density of Soil)

Field Density in Sand Cone Method

Go Bulk Density of Soil = (Weight of Total Soil/Volume of Soil)

Dry Density of Soil given Percent Compaction of Soil in Sand Cone Method

Go Dry Density = (Percent Compaction*Dry Density Maximum)/100

Percent Compaction of Soil in Sand Cone Method

Go Percent Compaction = (100*Dry Density)/Dry Density Maximum

Weight of Sand Filling Hole given Volume of Soil for Sand Filling in Sand Cone Method

Go Weight of Total Soil = (Volume of Soil*Density of Sand)

Density of Sand given Volume of Soil for Sand Filling in Sand Cone Method

Go Density of Sand = (Weight of Total Soil/Volume of Soil)

Volume of Soil for Sand Filling in Sand Cone Method

Go Volume of Soil = (Weight of Total Soil/Density of Sand)

Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method

Go Dry Density Maximum = (Dry Density)/Percent Compaction

Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water Formula

Cross Sectional Area in Permeability = (Rate of Flow of Water through Soil/(Coefficient of Permeability*Hydraulic Gradient in Soil))
A_cs = (q_flow/(k*i))

What is Darcy's Law?

Darcy's law is an equation that describes the flow of a fluid through a porous medium. The law was formulated by Henry Darcy based on results of experiments on the flow of water through beds of sand, forming the basis of hydrogeology, a branch of earth sciences.

How to Calculate Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water?

Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water calculator uses Cross Sectional Area in Permeability = (Rate of Flow of Water through Soil/(Coefficient of Permeability*Hydraulic Gradient in Soil)) to calculate the Cross Sectional Area in Permeability, The Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water is defined as area from where the water is moving through the soil when we have prior information of coefficient of permeability and rate of flow. Cross Sectional Area in Permeability is denoted by A_cs symbol.

How to calculate Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water using this online calculator? To use this online calculator for Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water, enter Rate of Flow of Water through Soil (q_flow), Coefficient of Permeability (k) & Hydraulic Gradient in Soil (i) and hit the calculate button. Here is how the Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water calculation can be explained with given input values -> 12.06091 = (24/(0.99*2.01)).

FAQ

What is Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water?

The Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water is defined as area from where the water is moving through the soil when we have prior information of coefficient of permeability and rate of flow and is represented as A_cs = (q_flow/(k*i)) or Cross Sectional Area in Permeability = (Rate of Flow of Water through Soil/(Coefficient of Permeability*Hydraulic Gradient in Soil)). Rate of Flow of Water through Soil is the rate at which a water flows through a particular channel, pipe, etc, The Coefficient of Permeability of soil describes how easily a liquid will move through the soil & Hydraulic Gradient in Soil is the driving force that causes groundwater to move in the direction of maximum decreasing total head.

How to calculate Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water?

The Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water is defined as area from where the water is moving through the soil when we have prior information of coefficient of permeability and rate of flow is calculated using Cross Sectional Area in Permeability = (Rate of Flow of Water through Soil/(Coefficient of Permeability*Hydraulic Gradient in Soil)). To calculate Cross-sectional Area of Soil Conveying Flow given Rate of Flow of Water, you need Rate of Flow of Water through Soil (q_flow), Coefficient of Permeability (k) & Hydraulic Gradient in Soil (i). With our tool, you need to enter the respective value for Rate of Flow of Water through Soil, Coefficient of Permeability & Hydraulic Gradient in Soil and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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