Zobrazeno 1 - 10
of 59
pro vyhledávání: '"Iacopo Carnacina"'
Publikováno v:
Frontiers in Marine Science, Vol 11 (2024)
Externí odkaz:
https://doaj.org/article/7fe4a1ddfc634808813f892cb28da2f8
Autor:
Bashar F. Maaroof, Makki H. Omran, Fouad F. Al-Qaim, Jasim Mohammed Salman, Bader N. Hussain, Mawada Abdellatif, Iacopo Carnacina, Ban Al-Hasani, Muhammad R. Jawad, Wiam A. Hussein
Publikováno v:
Zbornik Radova: Geografski institut "Jovan Cvijić", Vol 73, Iss 1 (2023)
In this study, the environmental characteristics of Al-Hillah River were studied using geoinformatics applications, which is one of the geospatial techniques (GST). Applying this methodology, a geographic information system was developed, and it was
Externí odkaz:
https://doaj.org/article/a44aab2b727e4eb197c6301208155259
Publikováno v:
Data in Brief, Vol 38, Iss , Pp 107336- (2021)
This article contains data outlining the effects of increased storm intensity on estuarine salt marshes, previously evaluated in Pannozzo et al. (2021), using the Ribble Estuary, in North West England, as a case study. The hydrodynamic model Delft3D
Externí odkaz:
https://doaj.org/article/3c774ae767734c21905a2ca50302598f
Autor:
Alaa Abbas, Felicite Ruddock, Rafid Alkhaddar, Glynn Rothwell, Iacopo Carnacina, Robert Andoh
Publikováno v:
Data in Brief, Vol 27, Iss , Pp - (2019)
The objective of the article is to describe the methodology followed to validate the finite element model for the new method of setting pipes in a separate sewer system, using one trench to accommodate the storm pipe over the sanitary pipe “doi.org
Externí odkaz:
https://doaj.org/article/2f56f746031e4ba095120e2d3ff323dd
Publikováno v:
Water, Vol 13, Iss 15, p 2019 (2021)
Numerous models have been proposed in the past to predict the maximum scour depth around bridge piers. These studies have all focused on the different parameters that could affect the maximum scour depth and the model accuracy. One of the main parame
Externí odkaz:
https://doaj.org/article/5a554d33286444c584f3884de6d316e3
Publikováno v:
Water, Vol 11, Iss 11, p 2240 (2019)
The emerging shift of extreme events, combined with an aging infrastructure and bridges, highlights the potential increase in the risk of damage and catastrophic failure of bridges with climate change. This article analyzes the behavior of the flow a
Externí odkaz:
https://doaj.org/article/07ae0acda3ad4faeb1a83c5523d79020
Publikováno v:
Geosciences, Vol 9, Iss 3, p 140 (2019)
The impact of tide-induced morphological changes and water level variations on the sediment transport in a tidally dominated system has been investigated using the numerical model Delft3D and South-East England as a test case. The goal of this manusc
Externí odkaz:
https://doaj.org/article/bda10d8d85324c18979382f7c4f31c60
Publikováno v:
Water Science and Engineering, Vol 4, Iss 2, Pp 170-184 (2011)
Free surface flows in macro- and intermediate roughness conditions have a high aeration potential causing the flow characteristics to vary with slopes and discharges. The underlying mechanism of two-phase flow characteristics in macro- and intermedia
Externí odkaz:
https://doaj.org/article/0294ae354dd24d88b5b42cfac3aba349
Publikováno v:
Acta Geophysica. 70:2325-2339
One of the most common problems for river engineers is the accumulation of waterborne debris upstream of the bridge piers. In addition to reducing the cross-sectional flow area, debris increases the drag force exerted to the pier and contributes to s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9a00aa483403b9e916d45af9b33e4554
https://doi.org/10.1007/s11600-021-00722-2
https://doi.org/10.1007/s11600-021-00722-2
Salt marshes are ecosystems with significant economic and environmental value. With accelerating rate in sea-level rise, it is not clear whether salt marshes will be able to retain their resilience. Field and numerical investigations have shown that
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ff4f6c5e167bd281365af5c8f836efb
https://doi.org/10.22541/essoar.167458063.31220756/v1
https://doi.org/10.22541/essoar.167458063.31220756/v1
