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E. ÖZTEMEL et al./ ISEM2016 Alanya - Turkey paremetreler bire giriş hücresi ile temsil edilmiştir. Ara katmanda 3 ile 10 arasında hücre sayısı test edilmiş en optimal değer olarak bulunan 5 hücre kullanılmıştır. Çıkış katmanında ise tets çıkışında ölçülen sıcaklık (C), pH, debi (Q), AKM, KOI değerleri birer çıkış hücresi olarak modelde yer almıştır. Giriş katmanı ile ara katman arasında ve ara katman ile çıkış katmanı arasındaki ağırlık değerleri başlangıçta 0 il1 1 arasında rastgele belirlenmiş daha sonra YSA eğitim sürecinde geri yayılım algoritmasına göre optimum değerleri bulunmuştur. Şekil 3. AAT proses kontol için YSA tahmin modeli Yapay sinir ağı modelinde 652 günlük ölçüm değerlerinden 452 günlük veri ağ eğitiminde, 200 günlük veri test de kullanılmıştır. Eğitim ve test seti belirlemede rasgele seçim yöntemi benimsenmiştir. Veriler 0.1 ile 0.9 arasında; = 0.1 + − − ∗ 0.8 Formülü kullanılarak ölçeklendirilmiştir. Sonuçlar da normalize değerler üzerinden verilmektedir. 3. Tartışma 6 giriş parametresinden sıcaklık, pH, AKM ve KOI tahmininde ortalama olarak %89’a varan performans elde edilmiştir. Performans hesaplamada her bir parametrenin olması gereken değeri ile tahmin değeri arasındaki fark (hata) mutlak değerleri alınarak toplanmış ve toplam olması gereken değere oranlandığında hata oranı, 1 den çıkartıldığında da % performans elde edilmiştir. Ortalama performans hesaplamada ise 4 parametre performans yüzdesinin aritmetik ortalaması alınmıştır. YSA modeli ile elde edilen çıkış parametre tahmin doğruluk yüzdeleri Tablo 1 de verilmiştir. Kirlilik için esas önem taşıyan AKM ve KOI tahminlerinde %78.9 ve %86.5 lik bir 516
E. ÖZTEMEL et al./ ISEM2016 Alanya - Turkey tahmin tesis kontrolünde karar vericiye yardımcı olacak niteliktedir. Tesis çıkışındaki arıtılmış suyun sıcaklık değeri %91.1, pH değeri ise %92.9 doğruluk düzeyinde başarı ile tahmin edilmiş bu dör parametrenin tahmin başarı yüzdesi ise 86.9 düzeyinde gerçekleşiştir Teşekkür Tablo 1. Karaman giriş parametrelerinden çıkış parametre tahmin performans yüzdeleri Yöntem Sıcaklık pH AKM KOI Ortalama Geri Yayılım YSA 89.1 92.9 78.9 86.5 86.9 Bu çalışmanın yürütülmesinde her türlü bilgiyi veren ve uygulamanın yürütülmesini destekleyen başta Sayın Genel Müdür olmak üzere Sakarya Büyükşehir Belediyesi Sakarya Su Kanalizasyon İdaresi yetkililerine ve ilgili personeline teşekkür ederiz. Referanslar [1] Uğur A, Yılmaz F, Besler A. Muğla Üniversitesi evsel atıksu arıtma tesisinde bakteriyoloji, protozoolojik ve fiziko-kimyasal bir araştırma. Ekoloji Dergisi 2000; 10(37): 9-11. [2] Başar K, İleri R, Şamandar A. Evsel atık su arıtma tesislerinde mikrobiyolojik giderimin araştırılması. Türk Hijyen ve Deneysel Biyoloji Dergisi 1988; 55(2): 91-95. [3] Arceivala SJ. Wastewater treatment for pollution control. Tata McGraw – Hill; 2002. [4] Dağ CM. Evsel nitelikli atıksular için arıtma prosesleri. Çevre Mühendisliği Uygulamaları, TMMOB Çevre Mühendisleri Odası, Ankara, 2002. [5] İleri R. Çevre biyoteknolojisi. Adapazarı: Değişim Yayınları; 2000. [6] http://www.sakarya-saski.gov.tr/Sayfalar/Tesisler/Atiksu-Tesis-Karaman.aspx, son erişim tarihi 03.06.2016 [7] Öztemel E. Yapay Sinir ağları, Papatya Yayınları 3. Baskı, 2012 517
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ISBN 9786054735846

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