Identify the incorrect flow net property?
Potential drop between any two successive equipotential lines is different
A flow net is a graphical representation used in fluid mechanics and hydrogeology to analyze steady-state flow through a porous medium. It consists of two families of curves that intersect orthogonally: flow lines and equipotential lines.
Understanding the properties of a flow net is crucial for analyzing seepage problems. Let's examine the common properties of a well-drawn flow net in a homogeneous and isotropic soil:
Here are the standard properties of flow nets:
Let's evaluate each given option based on the correct flow net properties:
Flow lines and equipotential lines intersect or meet orthogonally
- This is a correct property.Flow lines and equipotential lines are smooth curves
- This is generally a correct property for typical flow problems.Quantity of water flowing through each channel is the same
- This is a correct property, as flow channels are designed to carry equal amounts of flow.Potential drop between any two successive equipotential lines is different
- This is an incorrect property. In a well-drawn flow net, the potential drop between successive equipotential lines is made to be the same. If the total head drop across the region is H, and there are Nd equipotential drops, the potential drop per drop is $\frac{H}{N_d}$. This value is constant for all successive equipotential lines.Based on the analysis of the properties, the statement that the potential drop between any two successive equipotential lines is different is incorrect. The potential drop should be the same for successive equipotential lines in a standard flow net construction.
Therefore, the incorrect flow net property among the given options is that the potential drop between any two successive equipotential lines is different.
Which one of the following equations correctly gives the relationship between the specific gravity of soil grains (G) and the hydraulic gradient (i) to initiate 'quick' condition in sand having a void ratio of 0.5?
In the graphical method of obtaining flow nets, if the lowest flow line confirms to the bottom boundary conditions, the flow net:
The hydraulic gradient between two adjacent equipotential lines is given by:
A soil has a discharge velocity of 6 × 10 -7 m/s and a void ratio of 0.5. What is its seepage velocity?
If the void ratio and discharge velocity for soil is 0.5 and 6 × 10-7 m/s respectively, what is the value of seepage velocity (m/s)?