Multi-objective hydraulic optimization of diversion dam's cut-off

N Khoramshokooh, M Veiskarami, MR Nikoo… - Water Resources …, 2018 - Springer
The seepage flow beneath a hydraulic structure is formed by the hydraulic head difference
between the upstream and downstream sides. Cut-off walls are often applied, as an …

[PDF][PDF] Optimal dimensions of small hydraulic structure cutoffs using coupled genetic algorithm and ANN model

RH Al-Suhaili, RA Karim - Journal of Engineering, 2014 - iasj.net
ABSTRACT A genetic algorithm model coupled with artificial neural network model was
developed to find the optimal values of upstream, downstream cutoff lengths, length of floor …

A multi-objective simulation–optimization approach for Design of Cutoff Walls and Apron of diversion dams

MR Nikoo, K Gavahi, N Khoramshokooh - Iranian Journal of Science and …, 2019 - Springer
Various seepage problems such as uplift pressure and high exit gradient lead to less
efficient hydraulic structures since aims of the hydraulic design are substantial to be …

Model test and numerical investigation of the effect of the impervious layer's slope on seepage characteristics under hydraulic structures

R Ghobadian, H Shekari, P Koochak - Water SA, 2019 - journals.co.za
Although the impervious layer under a hydraulic structure is rarely flat, the effect of the
impervious layer's slope, under the hydraulic structure, on seepage characteristics has not …

[PDF][PDF] Laboratory Investigation the Effects of sheet pile on Seepage Control and sand‎ boiling through Alluvial Foundation of hydraulic structures

M Yousefi, M Parvizi, M Sedghi–Asl - Amirkabir Journal of Civil …, 2016 - ceej.aut.ac.ir
The sheet piles are used below hydraulic structures to reduce seepage flow rate and
hydraulic gradient at the outlet of such structures rested on permeable foundations. So far …

The Effect of Multi-layer Foundation on Seepage Flow Parameters under the Diversion Dams

M Karimi Pouch, K Azhdary, SH Hosseini… - Iranian Journal of Soil …, 2019 - ijswr.ut.ac.ir
In this study seepage factors in two-layered and three-layered foundation of a diversion dam
was investigated experimentally. Results showed by increasing the upstream head, outlet …

مطالعه آزمایشگاهی تأثیر پرده آب بند بر کنترل نشت و پدیده جوشش در پی سازه های هیدرولیکی

یوسفی, پرویزی, منصور, صدقی اصل - نشریه مهندسی عمران امیرکبیر, 2016‎ - ceej.aut.ac.ir
دیوارهای سپری از جمله تمهیداتی هستند که به منظور کاهش نشت، نیروی زیر فشار و شیب خروجی در
پی نفوذپذیر سازه های آبی مورد استفاده قرار می گیرند. تاکنون تحقیقات زیادی در ارتباط با …