Results 21 to 30 of about 216,543 (287)

Macroscopic modeling and simulations of room evacuation [PDF]

open access: yes, 2013
We analyze numerically two macroscopic models of crowd dynamics: the classical Hughes model and the second order model being an extension to pedestrian motion of the Payne-Whitham vehicular traffic model.
Duvigneau, Regis   +2 more
core   +4 more sources

Seepage Analysis through an Earth Dam (KHASA-CHAI Dam) as a Case Study [PDF]

open access: yesEngineering and Technology Journal, 2017
In this research KHASA-CHAI Dam that consists of zoned embankment was investigated by using finite element method. The finite element computer software SEEP/W was used.
A. A. Abdulsattar   +2 more
doaj   +1 more source

Mapping the X-Ray Emission Region in a Laser-Plasma Accelerator [PDF]

open access: yes, 2011
The x-ray emission in laser-plasma accelerators can be a powerful tool to understand the physics of relativistic laser-plasma interaction. It is shown here that the mapping of betatron x-ray radiation can be obtained from the x-ray beam profile when an ...
A. Ben-Ismail   +16 more
core   +3 more sources

A Reverse-Osmosis Model of Apoptotic Shrinkage

open access: yesFrontiers in Cell and Developmental Biology, 2020
The standard theory of apoptotic volume decrease (AVD) posits activation of potassium and/or chloride channels, causing an efflux of ions and osmotic loss of water.
Priyanka S. Rana, Michael A. Model
doaj   +1 more source

Effects of Flow Coefficient on Turbine Aerodynamic Performance and Loss Characteristics

open access: yesInternational Journal of Aerospace Engineering, 2022
The effects of flow coefficient on the gas flow and loss characteristics inside the high-pressure turbine is investigated using a numerical simulation. In this paper, the midspan of the first stator of the “Lisa” 1.5 stage high-pressure turbine is used ...
Shaoyun Yang   +3 more
doaj   +1 more source

Handling congestion in crowd motion modeling [PDF]

open access: yes, 2010
We address here the issue of congestion in the modeling of crowd motion, in the non-smooth framework: contacts between people are not anticipated and avoided, they actually occur, and they are explicitly taken into account in the model.
Maury, B.   +3 more
core   +1 more source

Towards Solutions of Seepage Problems

open access: yesSultan Qaboos University Journal for Science, 1997
Flow rates are traditionally used for solving seepage problems in soils. In this paper, the method of fragments is presented as a good alternative for solving seepage problems.
A.A. Al-Rawas   +3 more
doaj   +1 more source

Effect of Intermediate Sheet Piles in Non-Homogenous Soil on Seepage Properties Under Hydraulic Structure Using SEEP/W Program

open access: yesTikrit Journal of Engineering Sciences, 2016
The seepage through a permeable soil under hydraulic structure exerts uplift pressure and may carry soil particles there by leads to piping. This paper concerns to study the effect of using intermediate sheet pile under the apron of hydraulic structure ...
Asmaa A. Jamel
doaj   +3 more sources

Numerical path integral calculation of the probability function and exit time: an application to non-gradient drift forces [PDF]

open access: yesPhilosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, 2018
We provide numerical solutions based on the path integral representation of stochastic processes for non-gradient drift Langevin forces in the presence of noise, to follow the temporal evolution of the probability density function and to compute exit times even for arbitrary noise.
Fernando Mora   +3 more
openaire   +4 more sources

Effect of Changes in Hydraulic Conductivity on Exit Gradient at Selected Levee Systems Using Numerical Models [PDF]

open access: yesThe Open Hydrology Journal, 2014
The objective of the research was to provide a better understanding of the influence of hydraulic conductivity on the exit gradient for a rectangular block representing a root zone. A critical area of concern to design engineers is the exit gradient at the toe of the levee and other sensitive areas.
Fred T. Tracy, Maureen K. Corcoran
openaire   +1 more source

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