LCM of two numbers

Possible Recharge in Hard Rock Areas with Sandstone Calculator

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Estimation of Recharge

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Specific Yield Method Groundwater Level Fluctuation Rainfall Infiltration Method

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✖The Water Level Fluctuation refers to the irregular rising and falling in number or amount of water during monsoon season.ⓘ Water Level Fluctuation [h]			+10% -10%
✖The Watershed Area refers to the isolated area with a well demarcated boundary line, draining the rainwater to a single outlet.ⓘ Watershed Area [A]			+10% -10%
✖The Gross Water Draft refers to the total volume of water extracted or utilized from a catchment area.ⓘ Gross Water Draft [D_G]			+10% -10%

✖The Possible Recharge refers to the gross recharge minus the natural recharge of the area.ⓘ Possible Recharge in Hard Rock Areas with Sandstone [R]

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Possible Recharge in Hard Rock Areas with Sandstone Solution

STEP 0: Pre-Calculation Summary

Formula Used

Possible Recharge = (3*Water Level Fluctuation*Watershed Area)-Gross Water Draft
R = (3*h*A)-D_G
This formula uses 4 Variables

Variables Used

Possible Recharge - (Measured in Cubic Meter per Second) - The Possible Recharge refers to the gross recharge minus the natural recharge of the area.
Water Level Fluctuation - (Measured in Meter) - The Water Level Fluctuation refers to the irregular rising and falling in number or amount of water during monsoon season.
Watershed Area - (Measured in Square Meter) - The Watershed Area refers to the isolated area with a well demarcated boundary line, draining the rainwater to a single outlet.
Gross Water Draft - (Measured in Cubic Meter per Second) - The Gross Water Draft refers to the total volume of water extracted or utilized from a catchment area.

STEP 1: Convert Input(s) to Base Unit

Water Level Fluctuation: 5 Meter --> 5 Meter No Conversion Required
Watershed Area: 20 Square Meter --> 20 Square Meter No Conversion Required
Gross Water Draft: 10 Cubic Meter per Second --> 10 Cubic Meter per Second No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

R = (3*h*A)-D_G --> (3*5*20)-10

Evaluating ... ...

R = 290

STEP 3: Convert Result to Output's Unit

290 Cubic Meter per Second --> No Conversion Required

FINAL ANSWER

290 Cubic Meter per Second <-- Possible Recharge

(Calculation completed in 00.004 seconds)

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< Recommended Value of Specific Yield for Various Hydrogeologic Conditions based on Norms Calculators

Possible Recharge in Sandy Alluvium Areas based on Known norms of Recommended Specific Yield

LaTeX Go Possible Recharge = (16*Water Level Fluctuation*Watershed Area)-Gross Water Draft

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LaTeX Go Possible Recharge = (10*Water Level Fluctuation*Watershed Area)-Gross Water Draft

Possible Recharge in Weathered Hard Rock Areas with Low Clay content based on Recommended Norms

LaTeX Go Possible Recharge = (3*Water Level Fluctuation*Watershed Area)-Gross Water Draft

Possible Recharge in Clayey Alluvium Areas based on Known Norms of Specific Yield

LaTeX Go Possible Recharge = (6*Water Level Fluctuation*Watershed Area)-Gross Water Draft

Possible Recharge in Hard Rock Areas with Sandstone Formula

LaTeX Go

Possible Recharge = (3*Water Level Fluctuation*Watershed Area)-Gross Water Draft
R = (3*h*A)-D_G

What is Recharge in Hydrology?

Groundwater Recharge or deep drainage or deep percolation is a hydrologic process, where water moves downward from surface water to groundwater. Recharge is the primary method through which water enters an aquifer.

How to Calculate Possible Recharge in Hard Rock Areas with Sandstone?

Possible Recharge in Hard Rock Areas with Sandstone calculator uses Possible Recharge = (3*Water Level Fluctuation*Watershed Area)-Gross Water Draft to calculate the Possible Recharge, Possible Recharge in Hard Rock Areas with Sandstone is defined for the Specific region of consideration based on the recommended value of norms for specific yield. Possible Recharge is denoted by R symbol.

How to calculate Possible Recharge in Hard Rock Areas with Sandstone using this online calculator? To use this online calculator for Possible Recharge in Hard Rock Areas with Sandstone, enter Water Level Fluctuation (h), Watershed Area (A) & Gross Water Draft (D_G) and hit the calculate button. Here is how the Possible Recharge in Hard Rock Areas with Sandstone calculation can be explained with given input values -> 290 = (3*5*20)-10.

FAQ

What is Possible Recharge in Hard Rock Areas with Sandstone?

Possible Recharge in Hard Rock Areas with Sandstone is defined for the Specific region of consideration based on the recommended value of norms for specific yield and is represented as R = (3*h*A)-D_G or Possible Recharge = (3*Water Level Fluctuation*Watershed Area)-Gross Water Draft. The Water Level Fluctuation refers to the irregular rising and falling in number or amount of water during monsoon season, The Watershed Area refers to the isolated area with a well demarcated boundary line, draining the rainwater to a single outlet & The Gross Water Draft refers to the total volume of water extracted or utilized from a catchment area.

How to calculate Possible Recharge in Hard Rock Areas with Sandstone?

Possible Recharge in Hard Rock Areas with Sandstone is defined for the Specific region of consideration based on the recommended value of norms for specific yield is calculated using Possible Recharge = (3*Water Level Fluctuation*Watershed Area)-Gross Water Draft. To calculate Possible Recharge in Hard Rock Areas with Sandstone, you need Water Level Fluctuation (h), Watershed Area (A) & Gross Water Draft (D_G). With our tool, you need to enter the respective value for Water Level Fluctuation, Watershed Area & Gross Water Draft 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 Possible Recharge?

In this formula, Possible Recharge uses Water Level Fluctuation, Watershed Area & Gross Water Draft. We can use 3 other way(s) to calculate the same, which is/are as follows -

Possible Recharge = (16*Water Level Fluctuation*Watershed Area)-Gross Water Draft
Possible Recharge = (10*Water Level Fluctuation*Watershed Area)-Gross Water Draft
Possible Recharge = (6*Water Level Fluctuation*Watershed Area)-Gross Water Draft

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