FIELD EVALUATION OF THE NEW PHILIP-DUNNE PERMEAMETER FOR MEASURING SATURATED HYDRAULIC CONDUCTIVITY

By R. Muñoz‐Carpena, C. Regalado, J. Álvarez-Benedí, F. Bartoli. 2002

89 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Environmental Engineering, Water Science and Technology

View Paper: https://www.semanticscholar.org/paper/051c149ec8a1fd1f844580315057d5f0707b0927

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. C. Regalado
2. R. Muñoz‐Carpena

In Environmental Engineering

1. C. Regalado
2. R. Muñoz‐Carpena

In Water Science and Technology

1. R. Muñoz‐Carpena
2. C. Regalado
3. Dedi Liu

Citations in the corpus

• Estimating the saturated hydraulic conductivity in a spatially variable soil with different permeameters: a stochastic Kozeny-Carman relation (2004, methodology): “The different volume explored by the three permeameters: 2× 10−3 m3 for the PD and 4× 10−3 m3 for the GP versus 1×10−4 m3 for the LP (Muñoz-Carpena et al., 2002), may be also an important factor that explainsKs differences, since a larger volume averages over more heterogeneities, and this results…”