Numerical Modeling of Water Movement from Buried Vertical Ceramic Pipes through Coarse Soils

Problem of water scarcity is becoming common in many parts of the world. Thus to overcome this problem proper management of water and an efficient irrigation systems are needed. Irrigation with buried vertical ceramic pipe is known as a very effective in management of irrigation water. The two-...

Descripción completa

Guardado en:

Detalles Bibliográficos
Autores principales:	Zena Kamil Rasheed, Maysoon Basheer Abid
Formato:	article
Lenguaje:	EN
Publicado:	Al-Khwarizmi College of Engineering – University of Baghdad 2018
Materias:	Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/6563110567d84945b03ed86f8b585b7d
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

id	oai:doaj.org-article:6563110567d84945b03ed86f8b585b7d
record_format	dspace
spelling	oai:doaj.org-article:6563110567d84945b03ed86f8b585b7d2021-12-02T06:16:27ZNumerical Modeling of Water Movement from Buried Vertical Ceramic Pipes through Coarse Soils10.22153/kej.2017.06.0031818-11712312-0789https://doaj.org/article/6563110567d84945b03ed86f8b585b7d2018-12-01T00:00:00Zhttp://alkej.uobaghdad.edu.iq/index.php/alkej/article/view/446https://doaj.org/toc/1818-1171https://doaj.org/toc/2312-0789 Problem of water scarcity is becoming common in many parts of the world. Thus to overcome this problem proper management of water and an efficient irrigation systems are needed. Irrigation with buried vertical ceramic pipe is known as a very effective in management of irrigation water. The two- dimensional transient flow of water from a buried vertical ceramic pipe through homogenous porous media is simulated numerically using the software HYDRUS/2D to predict empirical formulas that describe the predicted results accurately. Different values of pipe lengths and hydraulic conductivity were selected. In addition, different values of initial volumetric soil water content were assumed in this simulation as initial conditions. Different values of applied head were assumed in this simulation as a boundary conditions. In general, a good agreement was obtained when comparing the predicted results with available measured values. The results of this research showed that greater spreading occur in vertical direction. Increasing applied heads, initial soil water contents, pipe hydraulic conductivities, cause increasing the size of wetting patterns. Also the results showed that the empirical formulas which can be used for expressing the wetted width and depth in terms of applied head, initial soil water content, application time, pipe hydraulic conductivity, and pipe length, are good and can be used as a designing equations. Zena Kamil RasheedMaysoon Basheer AbidAl-Khwarizmi College of Engineering – University of BaghdadarticleChemical engineeringTP155-156Engineering (General). Civil engineering (General)TA1-2040ENAl-Khawarizmi Engineering Journal, Vol 13, Iss 4 (2018)
institution	DOAJ
collection	DOAJ
language	EN
topic	Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040 Zena Kamil Rasheed Maysoon Basheer Abid Numerical Modeling of Water Movement from Buried Vertical Ceramic Pipes through Coarse Soils
description	Problem of water scarcity is becoming common in many parts of the world. Thus to overcome this problem proper management of water and an efficient irrigation systems are needed. Irrigation with buried vertical ceramic pipe is known as a very effective in management of irrigation water. The two- dimensional transient flow of water from a buried vertical ceramic pipe through homogenous porous media is simulated numerically using the software HYDRUS/2D to predict empirical formulas that describe the predicted results accurately. Different values of pipe lengths and hydraulic conductivity were selected. In addition, different values of initial volumetric soil water content were assumed in this simulation as initial conditions. Different values of applied head were assumed in this simulation as a boundary conditions. In general, a good agreement was obtained when comparing the predicted results with available measured values. The results of this research showed that greater spreading occur in vertical direction. Increasing applied heads, initial soil water contents, pipe hydraulic conductivities, cause increasing the size of wetting patterns. Also the results showed that the empirical formulas which can be used for expressing the wetted width and depth in terms of applied head, initial soil water content, application time, pipe hydraulic conductivity, and pipe length, are good and can be used as a designing equations.
format	article
author	Zena Kamil Rasheed Maysoon Basheer Abid
author_facet	Zena Kamil Rasheed Maysoon Basheer Abid
author_sort	Zena Kamil Rasheed
title	Numerical Modeling of Water Movement from Buried Vertical Ceramic Pipes through Coarse Soils
title_short	Numerical Modeling of Water Movement from Buried Vertical Ceramic Pipes through Coarse Soils
title_full	Numerical Modeling of Water Movement from Buried Vertical Ceramic Pipes through Coarse Soils
title_fullStr	Numerical Modeling of Water Movement from Buried Vertical Ceramic Pipes through Coarse Soils
title_full_unstemmed	Numerical Modeling of Water Movement from Buried Vertical Ceramic Pipes through Coarse Soils
title_sort	numerical modeling of water movement from buried vertical ceramic pipes through coarse soils
publisher	Al-Khwarizmi College of Engineering – University of Baghdad
publishDate	2018
url	https://doaj.org/article/6563110567d84945b03ed86f8b585b7d
work_keys_str_mv	AT zenakamilrasheed numericalmodelingofwatermovementfromburiedverticalceramicpipesthroughcoarsesoils AT maysoonbasheerabid numericalmodelingofwatermovementfromburiedverticalceramicpipesthroughcoarsesoils
_version_	1718399994795393024

Numerical Modeling of Water Movement from Buried Vertical Ceramic Pipes through Coarse Soils

Ejemplares similares