Evaluation of cubic law based models describing single‐phase flow through a rough‐walled fracture

By J. Konzuk, Bernard H. Kueper. 2004

264 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Environmental Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/0de35379e166841941a7b43aefcecf7402e614bc

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. B. Parker
2. P. Quinn
3. J. Cherry

In Environmental Engineering

1. B. Parker
2. P. Quinn
3. J. Cherry

Citations in the corpus

• Quantification of non‐Darcian flow observed during packer testing in fractured sedimentary rock (2011, background): “These results are consistent with modeling numerical simulations of flow in single fractures that conclude Rec values must be less than 1 to ensure linear flow in fractures [Brush and Thompson, 2003] and laboratory experiments using single fractures where Rec values in the range of 1 to 5 were obser”