![](/images/graphics-bg.png)
Dohuk syncline as an artificial recharge aquifer, northern Iraq
العناوين الأخرى
طية دهوك المقعرة كخزان جوفي اصطناعي، شمالي العراق
المؤلفون المشاركون
al-Azzawi, Nabil Qadir Bakr
al-Siraj, Muyassar Samir
Yunus, Jalal Hasan
المصدر
Iraqi Bulletin of Geology and Mining
العدد
المجلد 13، العدد 1 (30 إبريل/نيسان 2017)، ص ص. 27-42، 16ص.
الناشر
وزارة الصناعة و المعادن هيأة المسح الجيولوجي العراقية
تاريخ النشر
2017-04-30
دولة النشر
العراق
عدد الصفحات
16
التخصصات الرئيسية
الملخص EN
Artificial recharging was carried on Dohuk Syncline.
The syncline is located between Baikher Anticline to the north and Dohuk Anticline to the south.
Dohuk city occupies the surface area of this structure.
The syncline extended about 17.1 Km in a generally east-west direction.
It is a narrow syncline due to its location between two steep limbs of Baikher and Dohuk anticlines.
Moreover, the syncline is very narrow near Itut village which represents the eastern plunge of the syncline and becomes wider towards the west near Aloka village.
Alluvial deposits, vegetation and urbanization cover the surface of this syncline where the Fatha and ridges of Pila Spi formations surround it.
The distinct property of the Pila Spi Formation of being well-jointed limestone makes it an excellent and adopted aquifer for water storage.
Moreover, it underlys Fatha Formation and overlys Gercus Formation, which are considered as aquitard and aquiclude confining beds respectively.
The geometry and the shape of this syncline were determined by mathematical (Lagrangian Interpolation) method.
It was used to obtain the subsurface or the hidden parts of the syncline depending on the bore-holes data and the available seismic sections.
This method was applied on three transverse sections.
Finally, SURFER program was utilized to display the final geometrical shape of Dohuk Syncline in three dimensions.
The project is an attempt to determine the capability of this syncline for artificial recharge of water and to be used as an aquifer for the city domestic uses.
The size of this aquifer is estimated as 7.38 Km3 and the pore size is 1476452509.2 m3 depending on the limestone porosity of 20%.
In addition, the infiltration of rainfall is determined as 2521116 m3 /year.
Consequently, the aquifer needs very long time to be fully recharged.
Subsequently, natural recharging is not enough and necessitates a proposal for recharging the aquifer artificially.
Moreover, some ideas were proposed to achieve this purpose.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
al-Azzawi, Nabil Qadir Bakr& al-Siraj, Muyassar Samir& Yunus, Jalal Hasan. 2017. Dohuk syncline as an artificial recharge aquifer, northern Iraq. Iraqi Bulletin of Geology and Mining،Vol. 13, no. 1, pp.27-42.
https://search.emarefa.net/detail/BIM-844739
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
al-Azzawi, Nabil Qadir Bakr…[et al.]. Dohuk syncline as an artificial recharge aquifer, northern Iraq. Iraqi Bulletin of Geology and Mining Vol. 13, no. 1 (2017), pp.27-42.
https://search.emarefa.net/detail/BIM-844739
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
al-Azzawi, Nabil Qadir Bakr& al-Siraj, Muyassar Samir& Yunus, Jalal Hasan. Dohuk syncline as an artificial recharge aquifer, northern Iraq. Iraqi Bulletin of Geology and Mining. 2017. Vol. 13, no. 1, pp.27-42.
https://search.emarefa.net/detail/BIM-844739
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 41
رقم السجل
BIM-844739
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
![](/images/ebook-kashef.png)
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر
![](/images/kashef-image.png)