Feasibility of membrane based treatment technologies for brackish water desalination and effluent reclamation in the Jordan Valley

العناوين الأخرى

جدوى تقنيات المعالجة القائمة على الأغشية لتحلية المياه المالحة و استصلاح السيب المعالج في وادي الأردن

مقدم أطروحة جامعية

Bsharat, Jalal

مشرف أطروحة جامعية

al-Said, Rashid Muhammad Yasir

أعضاء اللجنة

Mahmud, Nidal
Zimmu, Umar

الجامعة

جامعة بيرزيت

الكلية

معهد الدراسات البيئية و المائية

القسم الأكاديمي

علوم المياه و البيئة

دولة الجامعة

فلسطين (الضفة الغربية)

الدرجة العلمية

ماجستير

تاريخ الدرجة العلمية

2014

الملخص الإنجليزي

This research study investigates the feasibility of applying the membrane based technologies for brackish water desalination and effluent reclamation for agricultural use in the Jordan Valley area.

The purpose of this research is to identify and evaluate additional water resources to alleviate the water shortage in the Jordan Valley.

The ground water in the Jordan Valley is characterized as brackish water.

About 10-12 MCM/Y of brackish water are extracted by the Palestinians from Jordan Valley wells and used for agriculture.

This quantity is expected to be improved by additional 6 MCM/Y by developing the old existing wells.

The PWA and the MoA estimated the shortage in water demand for both domestic and agriculture uses in the year 2030 of more than 60 MCM.

On the other hand, optimistic water quantities are still available for development such as the brackish water from Fashkha and Malih springs 81–101 MCM/Y and 4 MCM/Y of runoff water harvested from the wades.

Furthermore and by the end of 2014, Jericho wastewater treatment plant (JWWTP) will be generating 2450 cubic meter per day (CM/D).

This quantity will be gradually increasing to reach its maximum capacity by 2025 with 9900 CM/D which equals to 3.6 MCM/Y of treated effluent water from Jericho sewage collection and treatment system which can be considered as an alternative option to reduce the gap between available resources and the growing demand for Agricultural water in the Jordan Valley.

Currently 21800 ha of irrigated lands are used for agriculture whereas, 221 ha are still available for development.

The research methodology was based on evaluating the available brackish water quantities in the study area, collecting baseline data on existing desalination and wastewater treatment plants in the study area, evaluating beneficiary's awareness and perception to use desalinated brackish water and treated effluent, this was measured by designing, distributing and analyzing a questionnaire survey to the target beneficiaries, Furthermore, a total of 162 wells (annex 1), 4 desalination plants (annex 2) and 6 wastewater treatment plants have been surveyed (annex 3).

The research has examined several alternatives for utilizing the brackish water and treated effluent in the Jordan Valley.

The research concluded that the use of reverse osmosis ( RO) technology for treating brackish water wells in the Jordan Valley is the most feasible alternative comparing with other desalination technologies, RO will be more feasible when combined with other alternatives to minimize the cost and improve the efficiency such as blending the brackish water with treated effluent generated from wastewater treatment plants (WWTP) or blending with runoff water harvested from neighboring Wadies and also by utilizing the Photo Voltaic power (PV) to minimize the energy cost produced by traditional power sources.

The feasibility of the Membrane Based Treatment Technology (MBTT) has been examined by evaluating the available resources for agricultural water including the potential for future development whereas, financial feasibility has been evaluated by comparing the cost of R.O desalination using two different sources for power supply such as public electricity grid to the off-grid connected RO-PV, also to the cost when blending the brackish water with treated effluent or harvested runoff water.

Page | 11 Comparison was tested on an operating desalination plant in Zbeidat village.

The calculation has shown that the average produced water cost estimated to be $ 0.083 (USD)/CM for ROPV desalination compared to $ 0.166 (USD)/CM estimated if power obtained from public electricity network as per calculated by ( Taha, 2014) in Marj Na’jeh R.O unit.

By giving the fact that the baseline data for this research based on the assessment of farmer's and public perception for reusing of desalinated water and treated effluent, a field survey’s has been conducted in order to analyze the existing situation, understand the needs and define gaps in the existing agricultural water management pattern.

Several parameters has been measured and data were collected by means of questionnaire designed based on a set of predefined indicators related to the study.

The survey analysis showed a low level of awareness on desalination and effluent reuse, high rejection to the treated effluent when used directly but less rejection when effluent blended with desalinated or run-off harvested water.

Most farmers considered that the best affordable price for agricultural water should not exceed 0.2 – 0.4 NIS equals to $ 0.056 – 0.11 (USD) .

The results showed that most of the farmers have average potential for land development between 2-6 hectares.

The research taken the wells in the Arab Development Society (ADS) as a case study.

ADS is the biggest farmers associations in the Jordan Valley located to the east of Jericho city near the border with Jordan where the high salinity water exists.

ADS extends on 7500 ha and owns 24 wells of licensed abstraction of 1.2 MCM/Y, however only 4 wells are operated with average abstraction of 0.631 MCM/Y, other wells are abandoned and requires rehabilitation.

The alternatives proposed for the Arab Development Society wells can be disseminated and applied on all saline agricultural wells in the Jordan Valley in order to overcome the problem of salinity and stop the damage to the soil and crops.

By comparing the research results with the corresponding ones obtained from similar researches showed an acceptable agreement with strong proof that desalination cost has come down and the efficiency improved in the past twenty years.

The final conclusion of this research that the most feasible option to utilize the brackish water in the Jordan valley is by combining the RO technology by other alternatives such as blending with treated effluent or run-off water, Nevertheless, a further investigation on the desalination design capacity and efficiency is still needed as well as the environmental impact of RO, brine disposal and effluent reuse.

التخصصات الرئيسية

علوم الأرض و المياه و البيئة

الموضوعات

عدد الصفحات

91

قائمة المحتويات

Table of contents.

Abstract.

Chapter One : Introduction.

Chapter Two : Literature review.

Chapter Three : Research methodology.

Chapter Four : Baseline data-assessment of water quantity in the area of study.

Chapter Five : Discussion and results.

References.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Bsharat, Jalal. (2014). Feasibility of membrane based treatment technologies for brackish water desalination and effluent reclamation in the Jordan Valley. (Master's theses Theses and Dissertations Master). Birzeit University, Palestine (West Bank)
https://search.emarefa.net/detail/BIM-620489

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Bsharat, Jalal. Feasibility of membrane based treatment technologies for brackish water desalination and effluent reclamation in the Jordan Valley. (Master's theses Theses and Dissertations Master). Birzeit University. (2014).
https://search.emarefa.net/detail/BIM-620489

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Bsharat, Jalal. (2014). Feasibility of membrane based treatment technologies for brackish water desalination and effluent reclamation in the Jordan Valley. (Master's theses Theses and Dissertations Master). Birzeit University, Palestine (West Bank)
https://search.emarefa.net/detail/BIM-620489

لغة النص

الإنجليزية

نوع البيانات

رسائل جامعية

رقم السجل

BIM-620489