Seepage calculation for flow net

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The discussion revolves around the calculation of seepage flow in a flow net, specifically the relationship between flow rate (q), hydraulic gradient (i), and area (A). The original poster questions why the area is defined using lengths l1, l2, and l3, suggesting it should instead be represented as l1 squared due to the square elements shown in the diagrams. Clarification is provided that the area A is oriented perpendicular to the seepage direction, implying that the other dimensions are not included in the area calculation. The seepage flow is being calculated per unit width into the page, which justifies the use of the specified lengths. Understanding these dimensions is crucial for accurate seepage calculations in flow net analysis.
tzx9633

Homework Statement


In the 3rd pictures , it's stated that q ( flow rate) = vA = kiA , so , i = hydraulic gradiene = difference in head between 2 points/ length . But , i am not sure why A ( area) is given by $$l_1$$ , $$l_2$$ and $$l_3$$ only ?

Homework Equations

The Attempt at a Solution



I think the author is wrong . It should be ($$l_1$$^ 2 ) ... instead , because it's forming the square elements( in 2nd picture) . Correct me if i am wrong .[/B]
 

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Or the area is considered as length here ? So, only $$l1$$ , $$l2$$ and $$l3$$ are considered ??
 
The other length forming the area is not the other side of the square. The area A is oriented perpendicular to the direction of seepage, and the other length is "into the page." They are getting the seepage flow per unit width into the page.
 
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Likes tzx9633
Chestermiller said:
They are getting the seepage flow per unit width into the page.
Thanks !
 

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