Araştırma Makalesi
Aktif Çamur Ünitelerinde Artan Organik Yük Karşısında Reaktör Hacmini Arttırmadan Uygulanabilecek Stratejiler
Öz
Göçmen nüfusunun aşırı artışı, şehirde organik kirletici üreten sanayi dallarının (ör. gıda endüstrisi) plansız artışı ya da sanayi sahalarının hızlı büyümesi projeksiyon süresinden önce atık su arıtma tesislerinin büyütülmesini gerektirir. Aktif çamur ünitelerinin artan yük karşısında hacminin büyütülmesinden önce uygulanabilecek bazı stratejiler bulunmaktadır. Bu makalede bu stratejiler giriş toplam ve biyolojik parçalanabilir KOİ konsantrasyonu sırasıyla 500 ve 450 mg/L olan kurgusal bir atık su ile tartışılmıştır. Yapılan modellemede debi 1000 m3/gün’den 3000 m3/gün’e arttırılmıştır. Debinin üç katına çıkmasına karşılık artan organik yükün reaktörde arıtımı için, XSS konsantrasyonunun 2 kg/m3’den 6 kg/m3’e artması ile, ya da çamur yaşının 8’den 2’ye azaltılması, reaktördeki spesifik büyüme oranının artması için sıcaklık uygulaması ya da çökeltim yerine membran filtrasyonu stratejileri uygulanabilir görünmektedir. Her bir strateji uygulama sırasında dikkat edilmesi gereken hususlar ile birlikte anlatılmıştır.
Anahtar Kelimeler
Kaynakça
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Toplam 40 adet kaynakça vardır.
Ayrıntılar
| Birincil Dil | Türkçe |
|---|---|
| Konular | Hidroloji (Diğer) |
| Bölüm | Araştırma Makaleleri |
| Yazarlar | |
| Erken Görünüm Tarihi | 30 Nisan 2024 |
| Yayımlanma Tarihi | 30 Nisan 2024 |
| Gönderilme Tarihi | 18 Mart 2024 |
| Kabul Tarihi | 6 Nisan 2024 |
| Yayımlandığı Sayı | Yıl 2024 Cilt: 9 Sayı: 1 |
