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95900

Control of Contaminant transport through Different Horizontal Layered Soil Using Sheet Pile.

Article

Last updated: 22 Jan 2023

Subjects

-

Tags

Irrigation and Hydraulic Engineering

Abstract

the present study investigates numerically the using of vertical sheet pile to control contaminant transport through different horizontal layered soil. Two finite element software SEEP/W and CTRAN/W are used to study the regional contaminated porous field numerically. The considered parameters are different depths of sheet pile, distance between sheet pile and point source of contamination, head between upstream and downstream of the sheet pile and coefficients of permeability for horizontal layered soils.  The efficiency of the sheet pile is affected by arranging the horizontal layered soil and their hydraulic conductivity in the process of contaminant transport and treatment.  The effective depth of vertical sheet pile with different permeability is evaluated by preparing dimensionless designed charts as a guide reference for improving the hydraulic performance of the remedial system.  The results show that the arrival time increases for decreasing the head difference between upstream and downstream of the sheet pile and with increasing the coefficient of permeability of the lower layer. In addition, the effect of coefficient of permeability for the lower layer on the arrival time is dependent on any depth of sheet pile for large distance between the contamination point source and the sheet pile.  Increasing the sheet pile depth has no effect on the elapsed arrival time for the higher permeability of the upper and the lower layer at any distance between the sheet pile and the contamination point source.  The sheet pile must be deeply embedded in the lower layer to give a great effect on contamination transport for the value of the coefficient of permeability of the lower layer equal to or higher than 1×10-3 cm/sec because of being highly permeable. 

DOI

10.21608/bfemu.2020.95900

Keywords

contaminants, Groundwater, different layered soil, horizontal layers of the soil, sheet pile and finite element

Authors

First Name

Mohamed

Last Name

Abo Shaeshaa

MiddleName

Mostafa

Affiliation

Demonstrator in Civil Engineering Department, Faculty of Engineering, Kafr El-Sheikh University, Kafr El-Sheikh, Egypt

Email

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City

-

Orcid

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First Name

Mosaad

Last Name

Khadr

MiddleName

Ahmed

Affiliation

Associate Professor, is with Irrigation and Hydraulic Engineering Department, Faculty of Engineering, Tanta University, Tanta, Egypt

Email

mosaad.khadr@f-eng.tanta.edu.eg

City

-

Orcid

-

First Name

Moustafa

Last Name

El-Enany

MiddleName

Abbas

Affiliation

Associate Professor is with Civil Engineering Department, Faculty of Engineering, Kafr El-Sheikh University, Kafr El-Sheikh, Egypt

Email

moustafa-elenany@yahoo.com

City

-

Orcid

-

First Name

Ibrahim

Last Name

Rashwan

MiddleName

Mohamed

Affiliation

Hydraulic Professor, is with Irrigation and Hydraulic Engineering Department, Faculty of Engineering, Tanta University, Tanta, Egypt

Email

imh_rashwan@yahoo.com

City

-

Orcid

-

Volume

43

Article Issue

3

Related Issue

14274

Issue Date

2018-09-01

Receive Date

2018-07-15

Publish Date

2020-06-15

Page Start

1

Page End

8

Print ISSN

1110-0923

Online ISSN

2735-4202

Link

https://bfemu.journals.ekb.eg/article_95900.html

Detail API

https://bfemu.journals.ekb.eg/service?article_code=95900

Order

13

Type

Research Studies

Type Code

1,205

Publication Type

Journal

Publication Title

MEJ. Mansoura Engineering Journal

Publication Link

https://bfemu.journals.ekb.eg/

MainTitle

-

Details

Type

Article

Created At

22 Jan 2023