Zobrazeno 1 - 5
of 5
pro vyhledávání: '"R. D. Beckie"'
Publikováno v:
Hydrology and Earth System Sciences, Vol 25, Pp 4983-4993 (2021)
Modern fluorescence spectroscopy methods, including excitation–emission matrix (EEM) spectra parsed using parallel factor analysis (PARAFAC) statistical approaches, are widely used to characterize dissolved organic matter (DOM) pools. The effect of
Externí odkaz:
https://doaj.org/article/5ccf4bc8eea242ce95381479d536eb19
Publikováno v:
Journal of contaminant hydrology. 244
Reactive transport models have proven abilities to simulate the quantity and quality of drainage from mine waste rock. Tracer experiments indicate the presence of fast and slow flow regimes in many heterogeneous waste-rock piles. Although multidomain
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=pmid________::aeab0aa81492c41fdb513bc1bb5a6585
https://pubmed.ncbi.nlm.nih.gov/34861479
https://pubmed.ncbi.nlm.nih.gov/34861479
Publikováno v:
Canadian Geotechnical Journal. 35:81-95
This paper reviews the process used to design the construction dewatering system at the Influent Pumping Station at Annacis Island Wastewater Treatment Plant. The design process followed the "observational method," as applied to soil mechanics by K.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::20fc86d6e6877b7af57a965cbac1133b
https://doi.org/10.1139/t97-077
https://doi.org/10.1139/t97-077
Autor:
O Hungr, R D Beckie
Publikováno v:
Canadian Geotechnical Journal. 35:409
The purpose of this discussion is to indicate an error in the application of probability theory in the Authors’ paper. The Authors’ error does not significantly affect the numerical results of their study, but leads to counter-intuitive results i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eefbca6adc3e14bbd354c5e6f3b1cef8
https://doi.org/10.1139/t98-001
https://doi.org/10.1139/t98-001
Publikováno v:
Canadian Geotechnical Journal. 24:143-145
Based on the Boussinesq formula, exact formulae are derived for the vertical stress beneath the corner of an arbitrarily shaped triangular surface region subjected to vertical pressures with a uniform, linear, or quadratic distribution. These formula
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c7f3c82d51cf511a95b80403b59e980
https://doi.org/10.1139/t87-012
https://doi.org/10.1139/t87-012