Department of Environmental Engineering, Selcuk University, 42031, Konya, Turkey.
Environ Technol. 2010 May;31(6):633-40. doi: 10.1080/09593331003596528.
The IWA Anaerobic Digestion Model No. 1 (ADM1) was used to simulate the full-scale anaerobic sludge digester of Ankara Central Wastewater Treatment Plant. The digester is a completely mixed, once through continuous flow type which is being fed with a primary and secondary sludge mixture. The variability and unpredicted nature of the primary sludge composition was expected to challenge the model. A one-year dynamic data set from the digester was used for model calibration and validation in the study. The standard ADM1 model was corrected in the study with regard to nitrogen and carbon mass balances. A good correlation between the measured and simulated data was obtained for biogas yield, total volatile fatty acids and pH after heuristically calibrating stoichiometric and kinetic parameters of the ADM1 model. The simulation is sensitive to influent composition.
国际水协会(IWA)厌氧消化模型 1(ADM1)被用于模拟安卡拉市中央污水处理厂的全规模厌氧消化池。该消化池是一种完全混合的、一次通过的连续流型,以初沉污泥和二沉污泥的混合物为进料。初沉污泥组成的可变性和不可预测性预计将对模型构成挑战。本研究使用了消化池一年的动态数据集来进行模型校准和验证。在本研究中,对标准 ADM1 模型进行了氮和碳质量平衡方面的修正。通过启发式地调整 ADM1 模型的化学计量和动力学参数,在获得生物气产量、总挥发性脂肪酸和 pH 的测量值和模拟值之间取得了良好的相关性。该模拟对进水组成很敏感。