ratio.

Find a tool

Browse all tools and categories ↗
GROUNDWATER

Hydraulic Gradient Calculator

Calculate hydraulic head change per unit flow-path length.

Enter your values

01 / INPUT
Calculated on your device

YOUR CALCULATION

Result

—

Calculation steps

Work through one step at a time or reveal the complete calculation. The steps use your current inputs.

    How to calculate

    Use the units printed beside each input and apply the stated convention exactly. Preserve the entered assumptions, then compare the baseline with the one-input sensitivity table.

    i=Δh/L

    Worked example

    Using the default inputs gives i = 0.05.

    Assumptions and input details

    This transparent calculator evaluates the stated model only. It does not infer calibration, measurement uncertainty, site conditions, biological suitability, safety margins, contractual limits or local rules. Confirm those separately when they affect a real decision.

    References: USGS: Ground-water movement and Darcy law

    Using this calculator

    Can I enter my own problem?

    Yes. Replace the example values with your own inputs. The result, calculation steps, tables and applicable diagrams update from those inputs. Blank or invalid values clear the result; example values are never silently substituted for missing inputs.

    Are the results exact?

    Results use floating-point arithmetic and displayed rounding. Read the formula, assumptions and any stated data precision before interpreting the result.

    Is my input uploaded?

    The calculation runs in your browser. No account, file upload or external AI service is required. Inputs are not saved between page reloads.

    RELATED TOOL · SOIL SCIENCESoil Air Void Content Calculator

    Calculate air-filled volume percentage from total porosity and degree of saturation.

    RELATED TOOL · GROUNDWATERDarcy Flux Calculator

    Calculate specific discharge from hydraulic conductivity and gradient.

    RELATED TOOL · GROUNDWATERSeepage Velocity Calculator

    Estimate average linear pore-water velocity from Darcy flux and effective porosity.

    ADVERTISEMENT

    Reserved advertising space.