Head Difference Formula:
Definition: This calculator estimates the head difference between headwater and tailwater based on seepage quantity, equipotential lines, number of beds, soil permeability, and dam length.
Purpose: It helps hydraulic engineers determine the pressure difference across a dam structure due to seepage.
The calculator uses the formula:
Where:
Explanation: The seepage quantity multiplied by equipotential lines is divided by the product of beds, permeability, and dam length.
Details: Proper head difference estimation ensures dam stability, seepage control, and structural integrity assessment.
Tips: Enter all required values with ±5% accuracy. Default permeability is 0.1 m/s (typical for sandy soil).
Q1: What affects the coefficient of permeability?
A: Soil type, grain size, porosity, and degree of saturation significantly influence permeability.
Q2: How do I determine equipotential lines?
A: These are determined from flow net analysis of the dam cross-section.
Q3: Why is head difference important?
A: It helps evaluate uplift pressure and potential piping failure in dams.
Q4: What's a typical permeability value for clay?
A: Clay typically has permeability around 10⁻⁸ to 10⁻¹⁰ m/s.
Q5: Does this include safety factors?
A: No, engineers should apply appropriate safety factors to the calculated value.