Darcys law and its validity in ground water ecology
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K= 10-5 m/s, h2-h1 = 100m, L = 10km, A = 1m2 > Q = 3.15 m3/y; the K value above is typical for a sandstone aquifer.
the actual flow velocity v may be calculated with the following formula: v=Q/(A*f)=q/f, f is the porosity, and q the specific discharge.
Answered by
1
Answer:
K= 10-5 m/s, h2-h1 = 100m, L = 10km, A = 1m2 > Q = 3.15 m3/y; the K value above is typical for a sandstone aquifer.
the actual flow velocity v may be calculated with the following formula: v=Q/(A*f)=q/f, f is the porosity, and q the specific discharge.
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