Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Mahnaz Ghaeini-Hessaroeyeh"'
Publikováno v:
Applied Water Science, Vol 13, Iss 1, Pp 1-15 (2022)
Abstract The water penetration in soil is investigated numerically using the finite element method (FEM) in a novel way. In the suggested method, new spherical Hankel shape functions are used and the finite element method is reformulated based on the
Externí odkaz:
https://doaj.org/article/d72f3feca67e469f9c98a2386f3ffd3f
Publikováno v:
Applied Water Science, Vol 12, Iss 5, Pp 1-9 (2022)
Abstract Dam breach due to the earthquake, Land sliding inside the dam reservoir, dam overtopping as a result of intense precipitation in a watershed are examples of dangerous risks which flood caused by any of them should be predicted by suitable hy
Externí odkaz:
https://doaj.org/article/5587766657cf48f8ae65b2b87dc5cac3
Publikováno v:
Journal of Hydraulic Structures, Vol 7, Iss 2, Pp 46-59 (2021)
The special configuration of V- shape stepped spillways increases energy dissipation and aeration compared to the smooth spillways due to the creation of many vortices near the steps. In this research, the energy dissipation in different types of ste
Externí odkaz:
https://doaj.org/article/a20f206a0c644b45a62ae916cec32fc1
Publikováno v:
Journal of Hydraulic Structures, Vol 7, Iss 2, Pp 1-21 (2021)
In the present paper, the behavior of Kerman-Baghin aquifer has been investigated using the MODFLOW program and GMS 10.3 software. The piezometer data during October 2011 are applied for steady state condition of groundwater modeling. Then, the model
Externí odkaz:
https://doaj.org/article/c7d5b8585e7349a293b544d7b022c51e
Publikováno v:
Applied Water Science, Vol 11, Iss 8, Pp 1-10 (2021)
Abstract In the present study, a water transmission pipeline under steady conditions is modeled followed by examining the transient flow created by the failure of pumps in the pipeline. This pipeline is 31 km from the water transmission pipeline of K
Externí odkaz:
https://doaj.org/article/088854276eb64bfa93416786ad1e181d
Publikováno v:
آب و فاضلاب, Vol 32, Iss 2, Pp 28-41 (2021)
Condensed air in the water stream causes serious problems such as head drop, localized pressure increases high noise generation, shaking in the pipes, as well as the loss of pumps in the system will be transmitted. To remove air from the system, air
Externí odkaz:
https://doaj.org/article/790cc1142f1241f59a54d14582295c2a
Numerical Investigation of Reducing Wave Propagation Hazard Utilizing an Appropriate Vegetation Area
Publikováno v:
Journal of Earthquake and Tsunami.
In this study, a numerical model was employed to determine the optimal location for vegetation as an environmentally friendly method of attenuating tsunami waves. The governing equations are shallow water equations solved using shock-capturing scheme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::247946d884d1f7b216f9928cf10d8223
https://doi.org/10.1142/s1793431123500148
https://doi.org/10.1142/s1793431123500148
Publikováno v:
Water science and technology : a journal of the International Association on Water Pollution Research. 86(5)
If the operation of existing vortex drop shafts should be verified, then it is essential to know the hydraulic performance of these special structures under both subcritical and supercritical flow regimes. The purpose of the present research consiste
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b166f91474444ec132508ef3b4196c9f
https://pubmed.ncbi.nlm.nih.gov/36358048
https://pubmed.ncbi.nlm.nih.gov/36358048
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 46:1515-1525
A two-dimensional flow model based on shallow water equations is developed for modeling dam-break flows. The spatial discretization is obtained by the finite volume cell centered type method. The numerical system is solved in explicit way. The flux m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c5105219024d5b4ec195b875de8d1b2
https://doi.org/10.1007/s40996-021-00708-6
https://doi.org/10.1007/s40996-021-00708-6
Publikováno v:
Applied Water Science, Vol 11, Iss 8, Pp 1-10 (2021)
In the present study, a water transmission pipeline under steady conditions is modeled followed by examining the transient flow created by the failure of pumps in the pipeline. This pipeline is 31 km from the water transmission pipeline of Kerman, Ir
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bfa360e2ebe11b3dd07b155ee057f374
https://doaj.org/article/088854276eb64bfa93416786ad1e181d
https://doaj.org/article/088854276eb64bfa93416786ad1e181d