Statements (35)
| Predicate | Object |
|---|---|
| gptkbp:instanceOf |
physical phenomenon
|
| gptkbp:A |
cross-sectional area
|
| gptkbp:appliesTo |
laminar flow
|
| gptkbp:assumes |
homogeneous medium
steady-state flow isotropic medium |
| gptkbp:basisFor |
Richards equation
Forchheimer equation |
| gptkbp:compatibleWith |
turbulent flow
|
| gptkbp:describes |
flow of a fluid through a porous medium
|
| gptkbp:dh/dl |
hydraulic gradient
|
| gptkbp:dimensions |
length per time (for velocity form)
|
| gptkbp:field |
fluid mechanics
soil physics hydrogeology |
| gptkbp:formedBy |
1856
Henry Darcy |
| gptkbp:hasEquation |
Q = -KA (dh/dl)
|
| https://www.w3.org/2000/01/rdf-schema#label |
Darcy's law
|
| gptkbp:K |
hydraulic conductivity
|
| gptkbp:namedAfter |
Henry Darcy
|
| gptkbp:publishedIn |
Les fontaines publiques de la ville de Dijon
|
| gptkbp:Q |
volumetric flow rate
|
| gptkbp:relatedTo |
gptkb:Bernoulli's_principle
gptkb:Poiseuille's_law permeability porosity hydraulic head |
| gptkbp:usedIn |
chemical engineering
civil engineering petroleum engineering groundwater flow modeling |
| gptkbp:bfsParent |
gptkb:Saffman–Taylor_instability
gptkb:Patrick_Leonard_Darcy |
| gptkbp:bfsLayer |
8
|