The compleat Darcy: New lessons learned from the first English translation of les fontaines publiques de la Ville de Dijon
By J. Sharp, Craig T. Simmons. Ground Water, 2005
813 citations recorded by the source corpus.
Subfields: Environmental Engineering, Geochemistry and Petrology
View Paper: https://www.semanticscholar.org/paper/f08c82b3fe7b79a951f035e9cfdd782ab9d8c850
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Environmental Engineering
- Donald Gabriëls
- Francisco Gancedo
- Wolfgang Ehlers
- Peter Constantin
- Vlad Vicol
- Marco Discacciati
- Alfio Maria Quarteroni
- Roman Shvydkoy
In Geochemistry and Petrology
- Francisco Gancedo
- Wolfgang Ehlers
- Peter Constantin
- Vlad Vicol
- Marco Discacciati
- Alfio Maria Quarteroni
- Roman Shvydkoy
Citations in the corpus
- Navier-Stokes/Darcy Coupling: Modeling, Analysis, and Numerical Approximation (2009, methodology): “This simplifying concept was introduced by the nature of Darcy’s experiment (see [50]) which only permitted the measurement of averaged hydraulic values from the percolation of water through a column of horizontally stratified beds of sand in a cylindrical pipe.”
- Darcy, Forchheimer, Brinkman and Richards: classical hydromechanical equations and their significance in the light of the TPM (2020, background): “W. Ehlers (B) Institute of Applied Mechanics, University of Stuttgart, Pfaffenwaldring 7, 70569 Stuttgart, Germany E-mail: Wolfgang.Ehlers@mechbau.uni-stuttgart.de 2 The classical equations 2.1 Darcy 1856 In 1856, Henry Darcy [1] published an extended treatise on the public water supply for the city”
- Investigations on the porous resistance coefficients for fishing net structures (2016, background): “(9), proposed in Darcy (1856), addresses a linear relation between the resistance and the volume averaged ensemble averaged velocity.”
- Comparison of Single‐ and Double‐Ring Infiltrometer Methods on Stony Soils (2010, background): “Although the infi ltration process has been investigated for a long time (e.g., Darcy, 1856), it has been found to be a notorious source of uncertainty when attempting to model soil water processes under fi eld conditions.”
- Mixing solutions for the Muskat problem (2016, background): “3) is Darcy’s law [20], which relates the velocity of the fluid with the forces acting on it.”
- Global regularity for 2D Muskat equations with finite slope (2015, methodology): “The 2D Darcy’s law [Dar56] μ k u(x, y, t) = −∇p(x, y, t)− (0, gρ(x, y, t)) is used to model the balance of gravity, internal pressure forces and velocity (replacing acceleration).”