Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Casey M. Kramer"'
Publikováno v:
Journal of Geophysical Research: Earth Surface. 123:2925-2953
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::172a198cd41d9db447abce358c637b70
https://doi.org/10.1029/2018jf004753
https://doi.org/10.1029/2018jf004753
Publikováno v:
Journal of Hydraulic Engineering. 144
This paper, written to celebrate the 60th anniversary of the Journal of Hydraulic Engineering, examines scour evolution around sloped-crest structures, known as barbs. The results extend th...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a0c31f02c10bc92cb82640be039f46f1
https://doi.org/10.1061/(asce)hy.1943-7900.0001411
https://doi.org/10.1061/(asce)hy.1943-7900.0001411
Autor:
Achilleas G. Tsakiris, Thorsten Stoesser, Zhuo Chen, Sandeep Kumar Bomminayuni, Casey M. Kramer, Athanasios N. Papanicolaou
Publikováno v:
Acta Geophysica. 60:1502-1546
The objective of this coupled experimental and numerical study is to provide insight into the mean and turbulent flow fields within an array of fully submerged, isolated, immobile boulders. Our study showed that the velocity defect law performed well
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48a2fcb1d8cf786553383345ecc40a4f
https://doi.org/10.2478/s11600-012-0044-6
https://doi.org/10.2478/s11600-012-0044-6
Publikováno v:
Canadian Journal of Civil Engineering. 32:853-867
Three sets of experimental tests are administered in the vicinity of a model barb — a unique hydraulic structure used to provide bank protection for mild-sloped, gravel-bed streams in the Pacific Northwest — under modeled, bankfull conditions. Fi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3840acb50ed9a3b2386f5b11718794c2
https://doi.org/10.1139/l05-033
https://doi.org/10.1139/l05-033
Publikováno v:
World Environmental and Water Resources Congress 2009.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e50c33619c3f2684d4357fc1a1719228
https://doi.org/10.1061/41036(342)356
https://doi.org/10.1061/41036(342)356