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İLERİ ARITIM TEKNİKLERİ (Esra CAN DOĞAN) 1. Kirlilik kontrolü ve kirlilik önlenmesini karşılaştırınız. 2. Akı nedir, nasıl hesaplanır, matematiksel formülünü yazınız. 3. Membranlar kaça ayrılır, şekil çizerek açıklayınız. 4. Fenton tabanlı ileri oksidasyon proseslerini açıklayarak UV etkisi nasıl olur belirtiniz.
İLERİ ARITIM TEKNİKLERİ Vize 1. Akı nedir formülü tanımı 2. Kirlilik önleme yaklaşımı, metotları 4 taneydi 3. membranları ayırma mekanizmalarına göre sınıflandır açıkla 4. fenton prosesini açıkla 5. Mikrobiyal aktivasyon ve mikrobiyal yeniden aktivasyonu açıkla

İLERİ ARITIM TEKNİKLERİ Final 1. membranları karşılaştırarak açıklayın demişti ama değişik sormuştu sürücü kuvveti basınç olan membranlar gibi sormuştu 2. adsorpsiyon teorisini şekille açıkla 3. elektrokimyasal arıtım yöntemlerini kısaca açıklayın anot katotun görevleri gibi bi soru vardı, not 6 da 4. İleri oksidasyon proseslerinden de uv'li bişey

TERMODİNAMİK (Beyhan KURT PEKEY) 1. Kuruluk derecesi, sıcaklık, entalpi 2. Sıcaklık, kütleleri, özgül hacim 3. Barometre, bir yapının yüksekliğini ölçmek için kullanılabilir. Uçaklı soru (mmHg) 4. basınç DENİZ KİRLİLİĞİ VE KONTROLÜ (Ayla ARSLAN) 1. Rüzgar akıntılarını açıklayınız. 2. Piknoklin, termoklin ve haloklin tabakalarını grafik çizerek açıklayınız. 3. Atık su seyrelmeleri kaç şekilde olur, açıklayınız. 4. Y/D<0.89 olması halinde x formül Y/D>0.89 olması halinde x formül 5. Difüzörlü bir soru. HAVA KİRLİLİĞİ VE KONTROLÜ 2 (Beyhan KURT PEKEY) 1. Aşağıda kompozisyonu verilen gazda CO2 konsantrasyonunu ppm olarak hesaplayınız. N2 %75 O2 %7 CO2 %9.85 SO2 %0.15 H2O %8 2. Sınır değeri aşıp aşmama sorusu 3. Gerçek baca gazı debisi sorusu 4. Mg/m3 verip ppm’e çevirme sorusu HİDROLİK (Şenay ÇETİN) 1. F1: 0.04 F2: 0.04 D1: 15cm D2: 22cm L1: 6m L2: 15m ise B haznesinden A haznesine suyun akabilmesi için gereken pompa gücünü ve yersel-sürekli yük kayıplarını hesaplayınız (Şenay hocanın fotokopiye bıraktığı defter notlarındaki 3.soru). 2. Şekildeki boru sisteminde P pompası ile B haznesine 0.2m3/sn’lik debi ile yağ basılmaktadır. Yağın özgül ağırlığı 0.75ton/m3’tür. A ile P arasındaki enerji kaybının 3m, P ile B arasındaki enerji kaybının 7m olduğunu kabul ederek pompanın gücünü bulunuz(Şenay hocanın fotokopiye bıraktığı defter notlarındaki 2.soru). 3. Λ=f= AC= CB= D= Yersel yük kayıplarını ihmal ederek debiyi bulunuz. KULLANILMIŞ SULARIN ARITILMASI 1. a) Sanayi debilerinin bulunması yöntemleri nelerdir? En önemli tasarım parametreleri nelerdir? b) Kum tutucuları akım şartları ve inşa durumlarına göre sınıflandırınız. 2. Hesap debisi, ortalama debi, minimum debi sorusu(formülleri verdi). 3. Qmax: Qmin: kaba ızgara ve ince ızgara tasarımı yapınız. Izgara sonrası herhangi bir hız kontrolü olmadığını kabul ediniz. 4. Q: olan bir kent için Aktif Çamur Sisteminden önce bir ön çöktürme havuzu tasarlayın, gerekli kabulleri ve uygunluğu yapınız. HAVA KİRLİLİĞİNDE PARTİKÜL KONTROLÜ (Şenay ÇETİN) 1. Duman 2. İleri kademe arıtmalardandır 3. Korozyon problemi hangisinde olur 4. Ozon oluşumu hangisinde görülür 5. Siklonlara etki eden kuvvet 6. Çökeltme odalarına etki eden kuvvet 7. (şekil) hangi tip ıslak arıtıcıdır 8. (şekil) temiz gaz girişi, kirli gaz çıkışı ve toz partikülleri belirtiniz 9. Basınç düşüşü ile çalışabilen sistemlerdir ÇED
-çedin tanımını yapın ,çedin yasal dayanağını yazın
-çed çalışmasının aşamalarını yazın,kapsam ve etkilerinin belirlenmesi maddesini açıklayın -16.12,2003 tarihli ve 25318 sayılı resmi gazetede yayınlanmış çed yönetmeliğini açıklayınız proje asamaları nelerdir ve kapsamlastrma acıkla, liste konusu tercihli pozitif vs.

ÇED - FİNAL

proje aşamaları neler, nic(t)eliksel etki acıkla, su kirlılıgı kontrol standartları nedir ve 2 maddesi vardı, kıtaici yuzeysel su sınıflandr ve kullanım alanına örnek ver.
EK1-2

ÇEVRE MODELLEMESİ * Temel reaktor cesitlerini yazin bir tanesini aciklayin * Duragan olmayan kararsiz kirleticelerde dy/dt + P(t)y = Q(t) formulunu elde ediniz * Toplam su girdisi 75 m3’/sn toplam su cikisi 90 m3 /sn ve bu su ciktisi gunde 1,5 m3/sn artiyor Giris hacmi 10 uzeri 8 m3 dur Bu hacmin 10 uzeri 6 m3 e dusurulmesi icin gereken sure nedir * Birde borulu bi soru war iki taraftan su girisi war diger bir taraftan cikis defterdeki soru ÇYS 1. Amac ve strateji vizyon misyon tanimlarini acikla 2. TKY nin yararlari 3. Urun ic musteri dismusteri hedef kitle tam zamaninda uretim acikla 4. TKY nin temel ilkeleri ve ozellikleri neelrdir 5. çys sistem kurma aşamaları 6. üçlü sorumluluk 7. emas nedir. emas ile çys yi karşılarştır 8. çys'nin firmalara göre avantaj ve dezavantajları nelerdir. ENERJİ YÖNETİMİ VE ÇEVRE -1973 dünya enerji krizi
-türkiyede enerji politikasının ana ilkeleri
-yenilenemiyen enerji kaynaklarını sıralayın ve kısaca açıklayıN
-doğalgaz nedir? lpg ile doğalgaz arasındaki fark
-kojenerasyon tanımı ve yararları İŞLETME EKONOMİSİ
-ihtiyaç nedir,kaça ayrılır,temel özellikleri
-kapitalist ekonomik sistemle sosyalist ekonomik sistem arasındaki fark
-talep ve arz kanuları
-fayda,kullanım kıymeti teşebbüs tanımları ENSTRÜMENTAL ANALİZ

1-) Dersin amacı ve kapsamı
2-) Maddenin fiziksel özelliği
3-) Madde ışın etkileşmesinin incelenmesi
4-) Işının adsorplanması ve Lambert1 adsorpsiyon kanunları ve sapmalar(şekille)
5-) Analitik yöntem seçiminde esaslar
6-) Görünür ve UV alanda adsorpsiyon ölçme cihazlarının incelenmesi KULLANILMIŞ SU ARITIMI

1-) biyolojik arıtmanın amacı ve AÇS şekilini çiz
2-) defterdeki ilk soru (debi hesapları)
3-) ızgara hesaplama sorusu

TOPRAK VE YER ALTI SUYU KİRLİLİĞİ

1-) tehlikeli maddelerin toprakta dönüşümü nasıl olur
2-) toprak profili ve horizonu açıkla
3-) tuzlu ve sodik alkali toprakları açıkla
4-) toprak yapısında bulunan oksitler nelerdir
5-) bitkiler tarafından topraktan alınan eser elementler nelerdir

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