Title of article :
Determination of Kinetic Parameters in Integrated Fixed Film Activated Sludge for Amol's Industrial Park Wastewater Treatment Plant
Author/Authors :
Azimi, N Department of Environmental Engineering - Science and Research Branch - Islamic Azad University, Tehran , Najafpour, G.D Biotechnology Research Lab. - Faculty of Chemical Engineering - Noshirvani University of Technology, Babol , Sadeghpoor, M Department of civil Engineering - Qaemshahr Branch - Islamic Azad University
Pages :
5
From page :
31
To page :
35
Abstract :
In this study the performance of integrated fixed film activated sludge system (IFAS) in Amol industrial wastewater treatment plant (Amol, Iran) in treatment of food industrial wastewater was investigated. In addition, kinetic coefficients were evaluated for the system. The capacity of this system was 1700 cubic meters per day; that includes different process comprising physical and biological treatment, disinfection, sludge thickening, digestion and dewatering. COD removal efficiency and kinetic coefficients including yield coefficient (Y), half saturation coefficient (Ks), maximum substrate utilization rate constant (k) and endogenous decay coefficient (kd) were evaluated. The obtained results demonstrated that except Ks other coefficient were in the normal range that was frequently reported for conventional activated sludge in the literature. The COD removal efficiency was about 98 to 99 percent. The results indicated that there is a direct relationship between the variation of kd and Ks with effluent substrate concentration; while, the relationship between rate constant (k) and effluent COD is reversed. Finally, the effect of increasing sludge retention time (SRT) on COD removal was also studied. It was concluded that COD removal increased with an increase active solid retention time to a certain point, behind that point there was no significant changes observed.
Farsi abstract :
در اين مطالعه عملكرد سيستم لجن فعال تلفيقي با بستر ثابت در تصفيه خانه فاضلاب شهرك صنعتي آمل (ايران - آمل)، در تصفيه فاضلاب صنايع غذايي مورد بررسي قرار گرفت. همچنين ضرايب سينتيكي اين سيستم محاسبه گرديد. گنجايش اين سيستم 1700 مترمكعب در روز و شامل بخش هاي مختلفي مانند تصفيه فيزيكي و شيميايي، گندزدايي، تغليظ، آبگيري و هضم لجن است. در اين مطالعه راندمان حذف COD و ضرايب سينتيكي شامل ضريب بازده رشد (Y)، ثابت نيمه اشباع (K) ، نرخ حداكثر مصرف سوبستره (k) و ضريب خودخوري (K) محاسبه گرديد. نتايج نشان داد كه به جز (K)، ساير ضرايب در محدوده نرمال گزارش شده براي سيستم لجن فعال متعارف است. راندمان حذف COD در حدود 98 تا 99 درصد بود. نتايج نشان داد كه رابطه مستقيمي بين تغييرات Ka و K با غلظت سوبستره خروجي وجود دارد. در حاليكه رابطه بين kو سوبستره خروجي رابطه اي معكوس است. در نهايت تاثير اثر زمان ماند سلولي (SRT) بر حذف مواد آلي مورد بررسي قرار گرفت. نتايج نشان داد با افزايش زمان ماند سلولي تا يك زمان مشخص، حذف COD افزايش مي يابد و پس از آن تاثير چنداني در راندمان حذف مشاهده نمي گردد.
Keywords :
Attached Growth , Wastewater , Kinetic Coefficients , COD Removal
Journal title :
Astroparticle Physics
Serial Year :
2017
Record number :
2426914
Link To Document :
بازگشت