Year |
Citation |
Score |
2016 |
Waters KA, Curran JC. Effects of an emergent vegetation patch on channel reach bathymetry and stability during repeated unsteady flows Water Resources Research. 52: 9066-9085. DOI: 10.1002/2015Wr018411 |
0.484 |
|
2015 |
Rodenburg LA, Krumins V, Curran JC. Microbial dechlorination of polychlorinated biphenyls, dibenzo-p-dioxins, and -furans at the Portland Harbor Superfund site, Oregon, USA. Environmental Science & Technology. 49: 7227-35. PMID 26010118 DOI: 10.1021/Acs.Est.5B01092 |
0.324 |
|
2015 |
Curran JC, Waters KA, Cannatelli KM. Real time measurements of sediment transport and bed morphology during channel altering flow and sediment transport events Geomorphology. 244: 169-179. DOI: 10.1016/J.Geomorph.2015.03.009 |
0.51 |
|
2015 |
Waters KA, Curran JC. Linking bed morphology changes of two sediment mixtures to sediment transport predictions in unsteady flows Water Resources Research. DOI: 10.1002/2014Wr016083 |
0.448 |
|
2014 |
Curran JC, Tan L. Effect of Bed Sand Content on the Turbulent Flows Associated with Clusters on an Armored Gravel Bed Surface Journal of Hydraulic Engineering. 140: 137-148. DOI: 10.1061/(Asce)Hy.1943-7900.0000810 |
0.383 |
|
2014 |
Curran JC, Tan Lu. The effect of cluster morphology on the turbulent flows over an armored gravel bed surface Journal of Hydro-Environment Research. 8: 129-142. DOI: 10.1016/J.Jher.2013.11.002 |
0.306 |
|
2014 |
Curran JC, Cannatelli KM. The impact of beaver dams on the morphology of a river in the eastern United States with implications for river restoration Earth Surface Processes and Landforms. 39: 1236-1244. DOI: 10.1002/Esp.3576 |
0.455 |
|
2014 |
Curran JC, Waters KA. The importance of bed sediment sand content for the structure of a static armor layer in a gravel bed river Journal of Geophysical Research: Earth Surface. 119: 1484-1497. DOI: 10.1002/2014Jf003143 |
0.429 |
|
2013 |
Curran JC, Hession WC. Vegetative impacts on hydraulics and sediment processes across the fluvial system Journal of Hydrology. 505: 364-376. DOI: 10.1016/J.Jhydrol.2013.10.013 |
0.445 |
|
2012 |
Cannatelli KM, Curran JC. Importance of Hydrology on Channel Evolution Following Dam Removal: Case Study and Conceptual Model Journal of Hydraulic Engineering. 138: 377-390. DOI: 10.1061/(Asce)Hy.1943-7900.0000526 |
0.441 |
|
2012 |
Waters KA, Curran JC. Investigating step-pool sequence stability Water Resources Research. 48. DOI: 10.1029/2011Wr011436 |
0.339 |
|
2010 |
Curran JC. Mobility of large woody debris (LWD) jams in a low gradient channel Geomorphology. 116: 320-329. DOI: 10.1016/J.Geomorph.2009.11.027 |
0.47 |
|
2009 |
Keen-Zebert A, Curran JC. Regional and local controls on the spatial distribution of bedrock reaches in the Upper Guadalupe River, Texas. Geomorphology. 112: 295-305. DOI: 10.1016/J.Geomorph.2009.06.017 |
0.592 |
|
2007 |
Curran JC. The decrease in shear stress and increase in transport rates subsequent to an increase in sand supply to a gravel-bed channel Sedimentary Geology. 202: 572-580. DOI: 10.1016/J.Sedgeo.2007.03.017 |
0.442 |
|
2007 |
Curran JC. Step-pool formation models and associated step spacing Earth Surface Processes and Landforms. 32: 1611-1627. DOI: 10.1002/Esp.1589 |
0.416 |
|
2006 |
Curran JC, Wilcock PR. Reply to comment by Luis A. Giménez-Curto and Miguel A. Corniero Lera on "Characteristic dimensions of the step-pool bed configuration: An experimental study", Water Resources Research. 42. DOI: 10.1029/2005Wr004585 |
0.531 |
|
2005 |
Curran JC, Bryan D, Jennings M. A Comparison of Modeled Flood Characteristics to Measurements of the 2002 Flood on the Guadalupe River, Texas Physical Geography. 26: 396-408. DOI: 10.2747/0272-3646.26.5.396 |
0.362 |
|
2005 |
Curran JC, Wilcock PR. Effect of sand supply on transport rates in a gravel-bed channel Journal of Hydraulic Engineering. 131: 961-967. DOI: 10.1061/(Asce)0733-9429(2005)131:11(961) |
0.61 |
|
2005 |
Curran JC, Wilcock PR. Characteristic dimensions of the step-pool bed configuration: An experimental study Water Resources Research. 41: 1-11. DOI: 10.1029/2004Wr003568 |
0.6 |
|
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