Simulation of groundwater recharge from Wala dam reservoir
العناوين الأخرى
محاكاة لشحن الجوفة من بحيرة سد الوالة
مقدم أطروحة جامعية
مشرف أطروحة جامعية
أعضاء اللجنة
Shawaqifah, Muayyad Samih
al-Tarawinah, Ziyad Salim
al-Tarawnah, Sulayman Dawud
الجامعة
جامعة مؤتة
الكلية
كلية الهندسة
القسم الأكاديمي
قسم الهندسة الكهربائية
دولة الجامعة
الأردن
الدرجة العلمية
ماجستير
تاريخ الدرجة العلمية
2007
الملخص الإنجليزي
Wala Dam was built on the Wadi Wala stream flow 40Km south of Amman and about 26 Km to the east of the Dead Sea to store winter flood flows and recharge the Wadi as Sir Limestone aquifer.
The original idea presented by the consultant of the dam project, was to implement artificial recharge via 8 recharge wells.
But during the first year the reservoir was in use, it was noticed that the groundwater head had been raised without the need for artificial recharge.
The only explanation is the natural recharge from the reservoir into the groundwater aquifer.
From this explanation the present study provides further research.
In this thesis, a simulation model is presented to investigate the interaction between the surface water reservoir behind Wala dam and the groundwater aquifer in the area.
Mod flow software with the RES package is used with available data to calibrate the required parameters.
These have been done for both steady and transient groundwater flow.
Transmissivity ranges from 177 m /day to 30193m / day in the domain of the simulation.
The aquifer specific storage is 1.51979 *10"5 m"1 and the specific yield equal 0.15827.
The equivalent vertical conductivity of the reservoir bed is 0.252 m/day.
Verification processes have proved that the present simulation can be extended for future prediction.
A number of scenarios have been presented to predict the quantity of the water that can be pumped form Heidan pumping wells.
The rate of pumping can be raised to approximately five times the present rate.
The crucial conclusion from this study is that the natural groundwater recharge from Wala Dam reservoir is beneficial in sufficient quantities to be pumped downstream from Heidan wells.
التخصصات الرئيسية
الموضوعات
عدد الصفحات
94
قائمة المحتويات
Table of contents.
Abstract.
Chapter one : Introduction.
Chapter two : Wala dam reservoir area.
Chapter three : Methodology and model description.
Chapter four : Results and discussions.
Chapter five : Summary, conclusions and recommendations.
References.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
al-Nuaymat, Hamid Raja. (2007). Simulation of groundwater recharge from Wala dam reservoir. (Master's theses Theses and Dissertations Master). Mutah University, Jordan
https://search.emarefa.net/detail/BIM-304453
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
al-Nuaymat, Hamid Raja. Simulation of groundwater recharge from Wala dam reservoir. (Master's theses Theses and Dissertations Master). Mutah University. (2007).
https://search.emarefa.net/detail/BIM-304453
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
al-Nuaymat, Hamid Raja. (2007). Simulation of groundwater recharge from Wala dam reservoir. (Master's theses Theses and Dissertations Master). Mutah University, Jordan
https://search.emarefa.net/detail/BIM-304453
لغة النص
الإنجليزية
نوع البيانات
رسائل جامعية
رقم السجل
BIM-304453
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
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