Find the total head for points A and B Find the hydraulic gradient for the system What is the pressure head at C? (in other words, if we install a piezometer at C, how high would the water level rise?) If 1.5 cm of water flows through the soil in 2 min, what is the hydraulic conductivity for the soil?
Find the total head for points A and B Find the hydraulic gradient for the system What is the pressure head at C? (in other words, if we install a piezometer at C, how high would the water level rise?) If 1.5 cm of water flows through the soil in 2 min, what is the hydraulic conductivity for the soil?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Define the terms
- The total head (H) in the soil is equal to the sum of the pressure head and datum head. The velocity head is negligible in the soil because the velocity of flow in the soil is very less.
- The hydraulic gradient (i) is defined as the head loss per unit seepage length (L).
- The pressure head (h)at any point of the soil is
- The coefficient of permeability of the soil by the constant head method,
- where
- Q - Discharge
- i - Hydraulic gradient
- A - Cross-sectional area
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