MATHEMATICAL MODEL FOR SIMULATION THE RELATIONSHIP BETWEEN GROUNDWATER AND NORTH AL-JEZIRA IRRIGATION PROJECT, NW IRAQ

Rabia plain is located in the northwestern part of Iraq. It covers an area about 3000 Km2 forming part of the hydrological basin of Wadi Al-Mur which drains fromthe west to the east and discharges its water to Tigris river near the village of Aski-Mosul. The area is a semi-flat land having...

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Main Author: Aysar Abdulazeez Saeed Alnife
Format: Article
Language:English
Published: Union of Iraqi Geologists (UIG) 2016-06-01
Series:Iraqi Geological Journal
Online Access:https://igj-iraq.org/igj/index.php/igj/article/view/17
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author Aysar Abdulazeez Saeed Alnife
author_facet Aysar Abdulazeez Saeed Alnife
author_sort Aysar Abdulazeez Saeed Alnife
collection DOAJ
description Rabia plain is located in the northwestern part of Iraq. It covers an area about 3000 Km2 forming part of the hydrological basin of Wadi Al-Mur which drains fromthe west to the east and discharges its water to Tigris river near the village of Aski-Mosul. The area is a semi-flat land having an altitude ranges between 325 and 400 m a.s.l. Groundwater in Rabia basin is found in the prevailing sedimentary geological formations in northwest Iraq among which an Injana Formation (upper Miocene) which consists of alternation of clay and sandstone beds covered by recent alluvial deposits. The Northern Al-Jezira is an agricultural project that occupies part of Rabia plain; Tigris River is the main source of surface water which is transported by pumping station, main conveyer canals. The project consists of two stages implemented during two different times; the first one was established in 1992, while the other one was established in 1995. The gathered field data for this study had assisted in applying a mathematical model that aims to evaluate the effects of different irrigation practices on the aquifer. The model has shown that the operation of the project for the next 20 years will lead to increase the aquifer hydraulic head from few centimeters to more than 4.5 m in the modeled area. This increasein hydraulic head is equal to an annual recharge of aquifer storage of about 130 million m3. The results are encouraged a recommendation, aiming to invest theextra recharge gained by the aquifer via digging more wells in the upper layer especially in the second stage area. The extra pumped water could be used to cultivate additional land.
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spelling doaj.art-5992e415c6f34fb4b727a2804e661c612023-09-29T20:49:02ZengUnion of Iraqi Geologists (UIG)Iraqi Geological Journal2414-60642663-87542016-06-0139-491253510.46717/igj.39-49.1.2Ms-2016-06-24MATHEMATICAL MODEL FOR SIMULATION THE RELATIONSHIP BETWEEN GROUNDWATER AND NORTH AL-JEZIRA IRRIGATION PROJECT, NW IRAQAysar Abdulazeez Saeed Alnife Rabia plain is located in the northwestern part of Iraq. It covers an area about 3000 Km2 forming part of the hydrological basin of Wadi Al-Mur which drains fromthe west to the east and discharges its water to Tigris river near the village of Aski-Mosul. The area is a semi-flat land having an altitude ranges between 325 and 400 m a.s.l. Groundwater in Rabia basin is found in the prevailing sedimentary geological formations in northwest Iraq among which an Injana Formation (upper Miocene) which consists of alternation of clay and sandstone beds covered by recent alluvial deposits. The Northern Al-Jezira is an agricultural project that occupies part of Rabia plain; Tigris River is the main source of surface water which is transported by pumping station, main conveyer canals. The project consists of two stages implemented during two different times; the first one was established in 1992, while the other one was established in 1995. The gathered field data for this study had assisted in applying a mathematical model that aims to evaluate the effects of different irrigation practices on the aquifer. The model has shown that the operation of the project for the next 20 years will lead to increase the aquifer hydraulic head from few centimeters to more than 4.5 m in the modeled area. This increasein hydraulic head is equal to an annual recharge of aquifer storage of about 130 million m3. The results are encouraged a recommendation, aiming to invest theextra recharge gained by the aquifer via digging more wells in the upper layer especially in the second stage area. The extra pumped water could be used to cultivate additional land.https://igj-iraq.org/igj/index.php/igj/article/view/17
spellingShingle Aysar Abdulazeez Saeed Alnife
MATHEMATICAL MODEL FOR SIMULATION THE RELATIONSHIP BETWEEN GROUNDWATER AND NORTH AL-JEZIRA IRRIGATION PROJECT, NW IRAQ
Iraqi Geological Journal
title MATHEMATICAL MODEL FOR SIMULATION THE RELATIONSHIP BETWEEN GROUNDWATER AND NORTH AL-JEZIRA IRRIGATION PROJECT, NW IRAQ
title_full MATHEMATICAL MODEL FOR SIMULATION THE RELATIONSHIP BETWEEN GROUNDWATER AND NORTH AL-JEZIRA IRRIGATION PROJECT, NW IRAQ
title_fullStr MATHEMATICAL MODEL FOR SIMULATION THE RELATIONSHIP BETWEEN GROUNDWATER AND NORTH AL-JEZIRA IRRIGATION PROJECT, NW IRAQ
title_full_unstemmed MATHEMATICAL MODEL FOR SIMULATION THE RELATIONSHIP BETWEEN GROUNDWATER AND NORTH AL-JEZIRA IRRIGATION PROJECT, NW IRAQ
title_short MATHEMATICAL MODEL FOR SIMULATION THE RELATIONSHIP BETWEEN GROUNDWATER AND NORTH AL-JEZIRA IRRIGATION PROJECT, NW IRAQ
title_sort mathematical model for simulation the relationship between groundwater and north al jezira irrigation project nw iraq
url https://igj-iraq.org/igj/index.php/igj/article/view/17
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