Constant Depression Head given Specific Capacity for Clay Soil Solution

STEP 0: Pre-Calculation Summary
Formula Used
Constant Depression Head for Clay Soil = Discharge/(Cross-Sectional Area*0.25)
H = Q/(Acs*0.25)
This formula uses 3 Variables
Variables Used
Constant Depression Head for Clay Soil - Constant Depression Head for Clay Soil is the difference of level of waters table and the water level in the well.
Discharge - (Measured in Cubic Meter per Second) - Discharge is the rate of flow of a liquid.
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.
STEP 1: Convert Input(s) to Base Unit
Discharge: 1.01 Cubic Meter per Second --> 1.01 Cubic Meter per Second No Conversion Required
Cross-Sectional Area: 13 Square Meter --> 13 Square Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
H = Q/(Acs*0.25) --> 1.01/(13*0.25)
Evaluating ... ...
H = 0.310769230769231
STEP 3: Convert Result to Output's Unit
0.310769230769231 --> No Conversion Required
FINAL ANSWER
0.310769230769231 0.310769 <-- Constant Depression Head for Clay Soil
(Calculation completed in 00.004 seconds)

Credits

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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5 Depression Head Calculators

Depression Head given Discharge
Go Depression Head = (Discharge/(Cross-Sectional Area*Percolation intensity coefficient))
Constant Depression Head given Specific Capacity
Go Constant Depression Head = Discharge/(Cross-Sectional Area*Specific Capacity)
Constant Depression Head given Specific Capacity for Clay Soil
Go Constant Depression Head for Clay Soil = Discharge/(Cross-Sectional Area*0.25)
Constant Depression Head given Specific Capacity for Coarse Sand
Go Constant Depression Head for Coarse Sand = Discharge/(Cross-Sectional Area*1)
Constant Depression Head given Specific Capacity for Fine Sand
Go Constant Depression Head for Fine Soil = Discharge/(Cross-Sectional Area*0.5)

Constant Depression Head given Specific Capacity for Clay Soil Formula

Constant Depression Head for Clay Soil = Discharge/(Cross-Sectional Area*0.25)
H = Q/(Acs*0.25)

What is clay soil ?

Clay is a type of fine-grained natural soil material containing clay minerals. Clays develop plasticity when wet, due to a molecular film of water surrounding the clay particles, but become hard, brittle and non–plastic upon drying or firing.

How to Calculate Constant Depression Head given Specific Capacity for Clay Soil?

Constant Depression Head given Specific Capacity for Clay Soil calculator uses Constant Depression Head for Clay Soil = Discharge/(Cross-Sectional Area*0.25) to calculate the Constant Depression Head for Clay Soil, Constant Depression Head given Specific Capacity for Clay Soil calculates value of constant depression head when we have prior information of other parameters used. Constant Depression Head for Clay Soil is denoted by H symbol.

How to calculate Constant Depression Head given Specific Capacity for Clay Soil using this online calculator? To use this online calculator for Constant Depression Head given Specific Capacity for Clay Soil, enter Discharge (Q) & Cross-Sectional Area (Acs) and hit the calculate button. Here is how the Constant Depression Head given Specific Capacity for Clay Soil calculation can be explained with given input values -> 0.307692 = discharge/(13*0.25).

FAQ

What is Constant Depression Head given Specific Capacity for Clay Soil?
Constant Depression Head given Specific Capacity for Clay Soil calculates value of constant depression head when we have prior information of other parameters used and is represented as H = Q/(Acs*0.25) or Constant Depression Head for Clay Soil = Discharge/(Cross-Sectional Area*0.25). Discharge is the rate of flow of a liquid & 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.
How to calculate Constant Depression Head given Specific Capacity for Clay Soil?
Constant Depression Head given Specific Capacity for Clay Soil calculates value of constant depression head when we have prior information of other parameters used is calculated using Constant Depression Head for Clay Soil = Discharge/(Cross-Sectional Area*0.25). To calculate Constant Depression Head given Specific Capacity for Clay Soil, you need Discharge (Q) & Cross-Sectional Area (Acs). With our tool, you need to enter the respective value for Discharge & Cross-Sectional Area 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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