Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Ganesh, H. R."'
Autor:
null Krishna Sham P, null Sushant Rao J, null Nisarga B S, null Harshit Ganesh H R, null Umme Hani
Publikováno v:
International Journal of Advanced Research in Science, Communication and Technology. :219-223
Cloud computing provides lot of benefits to enterprises to offload their data and software services to cloud saving them lot of money that has to be spent on infrastructure setup cost. Enterprises wanted to offload their data to cloud and save on the
Publikováno v:
Journal of Applied Water Engineering and Research
Rockfill dams must be equipped with defence mechanisms to counteract the destabilizing effects of throughflow forces under accidental leakage scenarios. A key component of the rockfill dam overtopping system is the rockfill dam toe, constructed in ta
Publikováno v:
Journal of Hydraulic Research. 59:109-119
A novel approach quantitatively describing two-dimensional displacements of placed riprap stones exposed to overtopping flows is developed and validated, coupling experimental data with Euler’s buc...
Rockfill dams are hydraulic structures of major importance that can be exposed to extreme flood events, leading to overtopping processes. These phenomena erode and weaken their structural and geotechnical stability. As a rockfill dam protection, ripr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7ce755db82e895b12fb9ee79dab3e3c3
https://hdl.handle.net/11250/3046309
https://hdl.handle.net/11250/3046309
Publikováno v:
Journal of Applied Water Engineering and Research. 7:247-262
This article considers experimental data from throughflow investigations conducted on rockfill dams and adds to the state of the art in the study discipline of non-linear flow through rockfill medi...
Publikováno v:
Water
Water, Vol 13, Iss 1726, p 1726 (2021)
Volume 13
Issue 13
Water, Vol 13, Iss 1726, p 1726 (2021)
Volume 13
Issue 13
The rockfill toe structure situated within the downstream slope of rockfill dams is an integral part of a defense mechanism safeguarding the dam structure in throughflow situations. Recent studies have concluded that the rockfill toe structure can ha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a7c5feb499cf1f7f56525703dbace21a
https://hdl.handle.net/11250/3045641
https://hdl.handle.net/11250/3045641
Akademický článek
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Publikováno v:
Engineering structures
This article is aimed at investigating the influence of toe support conditions on stability aspects of placed ripraps on steep slopes exposed to overtopping flows. All past experimental model studies investigating placed riprap stability under overto
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bad4af5e5ee8229423bf9b38f2992507
https://hdl.handle.net/11250/2824901
https://hdl.handle.net/11250/2824901
Publikováno v:
Dam Breach Modelling and Risk Disposal ISBN: 9783030463502
Riprap is widely used as erosion protection consisting of either dumped or, in an interlocking pattern, placed stones. Data about the stability and failure mechanism of riprap on steep slopes is scarce and hence subject to research. Dumped and placed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9facd134c376e99da9eb3fe8091fd715
https://doi.org/10.1007/978-3-030-46351-9_9
https://doi.org/10.1007/978-3-030-46351-9_9
Autor:
Ramos, C. A., Quach, D. H., Lulla, P. D., Rouce, R. H., Sharma, S., Ganesh, H. R., Nouraee, N., Briones, Y. D., Becerra‐Dominguez, L., Thakkar, S. G., Mehta, B., Perconti, S., Hsieh, E. M., Zhang, H., Grilley, B. J., Lapteva, N., Brenner, M. K., Heslop, H. E., Rooney, C. M.
Publikováno v:
Hematological Oncology; Jun2023 Supplement 1, Vol. 41, p83-85, 3p