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Impact of inclined double-cutoff walls under hydraulic structures on uplift forces, seepage discharge and exit hydraulic gradient

open access: yesAin Shams Engineering Journal, 2022
In hydraulic structures design, using cutoff walls is essential to reduce and control the resultant uplift force (U), seepage discharge (Q), and exit hydraulic gradient (i).
Asaad M. Armanuos   +4 more
doaj   +5 more sources

Ensemble neural network models for stability prediction and optimization of hydraulic structures considering uplift pressure and exit gradient [PDF]

open access: yesScientific Reports
This study aims to develop a novel ensemble modeling approach that integrates artificial neural networks with finite element analysis to optimize the stability of hydraulic structures, particularly through the design of cutoff wall configurations.
Elsayed Elkamhawy   +3 more
doaj   +2 more sources

Effect of the existence of under drain on Uplift pressure and Exit Gradient.

open access: yesSulaimani Journal for Engineering Sciences, 2017
The effects of the existence of an under drain pipe beneath the foundation of a hydraulic structure, on both the uplift pressure under the structure and the exit gradient on its downstream side are investigated.
Prof. Dr.Rafa Hashim Al-Suhili   +1 more
doaj   +2 more sources

Improving Human Activity Recognition With Wearable Sensors Through BEE: Leveraging Early Exit and Gradient Boosting

open access: yesIEEE Transactions on Neural Systems and Rehabilitation Engineering
Early-exiting has recently provided an ideal solution for accelerating activity inference by attaching internal classifiers to deep neural networks. It allows easy activity samples to be predicted at shallower layers, without executing deeper layers ...
Jianglai Yu   +5 more
doaj   +3 more sources

Analytical Solution for the Steady Seepage Field of an Anchor Circular Pit in Layered Soil

open access: yesBuildings, 2023
An analytical study was carried out on an anchored circular pit with a submerged free surface in layered soil. The seepage field around the anchor circular pit was divided into three zones.
Jirong Huang   +3 more
doaj   +1 more source

Reduction of Seepage Risks by Investigation into Different Lengths and Positions for Cutoff Wall and Horizontal Drainage (Case Study: Sattarkhan Dam)

open access: yesAdvances in Civil Engineering, 2022
Seepage from the earth dam’s body reduces the amount of water in the dam’s reservoir and threatens its stability. In this paper, the earth-type Sattarkhan Dam on the Aharchai River has been investigated.
Widodo Brontowiyono   +5 more
doaj   +1 more source

Analysis of Non-Darcy Flow in Aquitard at Bottom of Foundation Pit Under Fluctuation of Confined Water

open access: yesShanghai Jiaotong Daxue xuebao, 2020
In order to better explain the phenomenon of foundation pit inrush caused by confined water, the Hansbo non-Darcy seepage theory was introduced into the Terzaghi one-dimensional saturated soil consolidation equation.
YING Hongwei   +3 more
doaj   +1 more source

Numerical Investigation on the Principle of Energy Separation in the Vortex Tube

open access: yesApplied Sciences, 2022
A vortex tube is a simple device that separates incoming gas into cold and hot gases. Several theories have been proposed to explain the principle of energy separation in the vortex tube. Existing theories have advantages and defects.
Seol Yeon Park   +3 more
doaj   +1 more source

Investigation of effect lengths and angles of the control devices below the hydraulic structure

open access: yesOpen Engineering, 2023
This study investigated the effect of reducing seepage under a hydraulic structure. This article aims to find positional equations for the control devices that reduce the seepage under the hydraulic structure.
Dawood Alaa Mohsin   +2 more
doaj   +1 more source

Exit Time Analysis for Approximations of Gradient Descent Trajectories Around Saddle Points

open access: yesInformation and Inference: A Journal of the IMA, 2022
AbstractThis paper considers the problem of understanding the exit time for trajectories of gradient-related first-order methods from saddle neighborhoods under some initial boundary conditions. Given the ‘flat’ geometry around saddle points, first-order methods can struggle to escape these regions in a fast manner due to the small magnitudes of ...
Dixit, Rishabh   +2 more
openaire   +2 more sources

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