Effect of wastewater quality on the performance of constructed wetland in an arid region

العناوين الأخرى

تأثير نوعية مياه الصرف الصحي المعالجة بشكل أولي على أداء الأراضي الرطبة المنشأة

مقدم أطروحة جامعية

Abd, Shirin N.

مشرف أطروحة جامعية

Mahmud, Nidal

أعضاء اللجنة

al-Said, Rashid Muhammad Yasir
Mimi, Ziyad

الجامعة

جامعة بيرزيت

الكلية

معهد الدراسات البيئية و المائية

دولة الجامعة

فلسطين (الضفة الغربية)

الدرجة العلمية

ماجستير

تاريخ الدرجة العلمية

2012

الملخص الإنجليزي

Treated wastewater effluent quality in Palestine is very stringent imposing extremely low Biochemical Oxygen demand (BOD), Nitrogen (N) and Fecal coliform effluent quality, that vary with the final disposal, (10,10,10) of BOD, TN and TSS values for discharge in wadi.

This is the reason that makes treated effluent in need for further polishing to meet those stringent requirements. Constructed wetland relies on the removal or degradation of contaminants as water moves through the media, using physical, chemical and biological processes for water treatment.

However, the performances of these systems depend on the site characteristics, sources water quality and the process conditions applied.

Therefore, this study focused on analyzing the potential of constructed wetland for removal of organic matter, nutrients and pathogens from three different pretreated source waters Horizontal subsurface flow constructed wetlands (HSSFCWs) are being used worldwide to treat wastewater from a variety of sources.

An extensive literature review was conducted to update the current state of scientific knowledge on the performance of constructed wetlands for domestic wastewater treatment.

This review documented good treatment efficiency for the following commonly measured parameters (BOD, COD and nitrogen).

Three horizontal subsurface flow constructed wetlands were operated in parallel outdoor for almost seven months and fed with different water influents.

Wastewater were collected from Al-Mazr'a anaerobically pretreated grey water Al-Bireh tertiary treated effluent and Birzeit secondary treated effluent.

For the constructed wetland, gravel of 40% porosity was used as filter media.

After 98 days of starting operation the system, effluents were analyzed for DOC, BOD, COD, NH4, NO3, TKN, TDS, TSS, pH, EC and fecal coliform until the end of the experiment.

Average DOC removal of 31.8 %, 34.4 % and 30.8 %, COD removal of 36, 27 and 35, BOD removal of 43.4, 18.7 and 47.2, Ammonia removal of 94, 87 and 96, Nitrate removal of 84, 92 and 90, TKN removal of 53, 35 and 50, phosphate removal of 51, 49 and 44, sulphate removal of 15.2, 15.5 and 18.8, TSS removal of 16.4, 21.9 and 23.3 were achieved by the constructed wetlands with Al-Mazr'a greywater, Al-Bireh tertiary treated wastewater and Birzeit secondary treated wastewater, respectively.

The constructed wetland was efficient in terms of NH4-N, NO3-N and BOD and achieved the Palestinian standards for using treated effluent for reuse and discharge to wadis.

But, in terms of PO4-P, TSS and fecal coliform the constructed wetland didn't achieve those standards.

Also, the results revealed that constructed wetlands can be used as a post treatment for the secondary treated wastewater and for anaerobically treated grey water.

In general, constructed wetlands technology has the capacity for removing organic matter and nutrients and to less instant pathogenic micro-organisms and TSS from the different source water.

التخصصات الرئيسية

علوم الأرض و المياه و البيئة

الموضوعات

• الصرف الصحي
• مياه الصرف الصحي
• المناطق الجافة
• الجوانب البيئية

عدد الصفحات

127

قائمة المحتويات

• APA
• MLA
• AMA

لغة النص

الإنجليزية

نوع البيانات

رسائل جامعية

رقم السجل

BIM-316133