Bursa ili Harmancık ilçesi evsel nitelikli atıksuların dip akışlı yapay sulak alan arıtma sistemi ile arıtılması
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Dosyalar
Tarih
2006
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Trakya Üniversitesi Fen Bilimleri Enstitüsü
Erişim Hakkı
info:eu-repo/semantics/openAccess
Özet
Tez, Bursa li Harmancık lçesi evsel nitelikli atıksuların dip akışlı yapay sulak alan arıtma sistemi ile arıtılması konusunda hazırlanmıştır. Konvansiyonel arıtma sistemlerine göre yatırım maliyetinin çok düşük olması ve işletme maliyetinin olmaması, konunun çalışılmasına gerekçe teşkil etmektedir. Sistem; farklı tane büyüklüklerine sahip yatak malzemeleri ile oluşturulmuş, sızdırmazlık sağlanmış yataklarda yetiştirilen Typha Latifolia sulak alan bitkisi vasıtasıyla atık suyun arıtılması esasına dayanmaktadır. Nüfus verilerinden yola çıkılarak projeksiyon yılları için gelecekteki nüfus ve debiler hesaplanmıştır. 2006 projeksiyon yılı için 3538 nüfuslu Harmancık lçesinin evsel nitelikli atıksularını arıtmak için tasarlanan yapay sulak alan sisteminde; fosseptik, dağıtım - toplama yapıları ile 110 m uzunluğunda ve 15 m genişlikte, 50 cm giriş ve 70 cm çıkış yatak derinliğine sahip 6 adet yapay sulak alan haznesi boyutlandırılarak BO 5 ve AKM giderimi hedeflenmiştir. Sistem tasarımında, çıkış suyu kirlilik yükü AKM için 150 mg/l ve BO 5 için 50 mg/l limit değer olarak kabul edilmiştir. Dip akışlı yapay sulak alan sisteminin her bir ünitesi için detaylı metraj hesaplamaları yapılarak metraj özetleri çizelge olarak verilmiştir. Çalışma sonunda projelendirilen sistemle yasal atık su deşarj standartları teorik olarak sağlanmıştır. Yüksek Lisans Tezi 2006 yılında yapılmıştır. Yüksek Lisans Tezi 64 sayfa ile 8 Ek paftadan oluşmaktadır. ANAHTAR KEL MELER : Harmancık, Yapay Sulak Alan, AKM, BO 5, Typha Latifolia, Atıksu Arıtma.
Abstract
The thesis is about treatment of domestic wastewater of Harmancık County of the city of Bursa with subsurfaces flow (SSF) wetland treatment system. The SSF wetland treatment system was preferred in this study, due to the fact that, compared with conventional treatment systems, the investment cost is very low and there is no management cost. The system is based on the treatment of wastewater through Typha Latifolia that is formed by basin material with different sized pieces and grows in watertight basins. Future population and rate of flow were calculated for projection years according to population data. For 2006 projection year, constructed wetlands were projected for the treatment of domestic wastewater of Harmancık County which has a population of 3538. In this system, the aim was to remove BOD5 and TSS with determination of dimension of septic tank, distribution and collection constructions and 6 constructed wetland divisions which are 110 m length, 15 m width, 50 cm basin entrance depth and 70 cm exit depth. In the system project, 150 mg/l for TSS and 50 mg/l for BOD5 pollution charge of exit water were accepted as value of limit. In the thesis, a detailed measurement in metres was prepared for each unit of SSF constructed wetland system and a summary of measurement in metres is given as a table. The system projected at the end of study is theoretically within the limits of the legal standards of wastewater discharge. The master thesis was done in 2006. The master thesis consists of 64 pages and 8 application sketchs. KEY WORDS : Harmancık, Constructed Wetlands, TSS, BOD5, Typha Latifolia, Wastewater Treatment.
Abstract
The thesis is about treatment of domestic wastewater of Harmancık County of the city of Bursa with subsurfaces flow (SSF) wetland treatment system. The SSF wetland treatment system was preferred in this study, due to the fact that, compared with conventional treatment systems, the investment cost is very low and there is no management cost. The system is based on the treatment of wastewater through Typha Latifolia that is formed by basin material with different sized pieces and grows in watertight basins. Future population and rate of flow were calculated for projection years according to population data. For 2006 projection year, constructed wetlands were projected for the treatment of domestic wastewater of Harmancık County which has a population of 3538. In this system, the aim was to remove BOD5 and TSS with determination of dimension of septic tank, distribution and collection constructions and 6 constructed wetland divisions which are 110 m length, 15 m width, 50 cm basin entrance depth and 70 cm exit depth. In the system project, 150 mg/l for TSS and 50 mg/l for BOD5 pollution charge of exit water were accepted as value of limit. In the thesis, a detailed measurement in metres was prepared for each unit of SSF constructed wetland system and a summary of measurement in metres is given as a table. The system projected at the end of study is theoretically within the limits of the legal standards of wastewater discharge. The master thesis was done in 2006. The master thesis consists of 64 pages and 8 application sketchs. KEY WORDS : Harmancık, Constructed Wetlands, TSS, BOD5, Typha Latifolia, Wastewater Treatment.
Açıklama
Yüksek Lisans Tezi
Anahtar Kelimeler
Harmancık, Yapay Sulak Alan, AKM, BOD5, Typha Latifolia, Atıksu Arıtma, Constructed Wetlands, TSS, Wastewater Treatment.
