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Anaerobic Digestion of Municipal Sludges with High Silt Content Using Granular Seed

机译:颗粒种子厌氧消化高含泥量城市污泥

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The performance of anaerobic digestion of municipal sludge having high inorganic solid/silt in Tuzla Wastcwater Treatment Plant (TWWTP) in Istanbul was evaluated using granular seed. High silt/solid content is the main problem related to wastewater collection system in TWWTP. Due to high TSS concentration of the influent, inorganic solid ratio reaches to 60-70% in the primary sludge that makes sludge digestion very difficult. The aim of this study was to evaluate the detrimental effects of inorganic silt/clay on anaerobic sludge solubilization of the primary sludge (PS), of the biological sludge (BS), and of the mixed sludge (50%PS + 50%BS). Anaerobic solubilization was carried out in continuously stirred anaerobic reactors at mesophilic temperature (35℃). Results indicated significant total biogas productions in all reactors during digestion period. The biogas production of the primary sludge was higher than the biogas productions of the mixed sludge and the biological sludge. The methane contents of the primary, biological, and mixed sludges were found as around 72, 78, and 75%, respectively. When all types of sludges were used as substrates, the reactors removed VSS with a corresponding production of Soluble COD (SCOD). The greatest degree of hydrolysis/acidogenesis was observed in all types of sludges in about 10 days of operation and became almost stable which indicated that the reactors were still in the hydrolysis/acidogenesis phase. VFAs measurements were well matched with SCOD results. In all reactors, observation of the conversion into methanogenic phase in about 1.5 month was not possible which might be attributed to high inorganic silt/clay and salinity content of TWWTP. High inorganic silt/clay and salinity might have decreased the biodegradability of all sludges and methanogenesis could not operate in early periods of digestion. Higher SCOD decreases might have been possible if longer treatment time and more optimal conditions for anaerobic solubilization were applied. The pH did not fall below the unfavorable range in all reactors during the study.
机译:使用粒状种子评估了伊斯坦布尔图兹拉污水处理厂(TWWTP)中具有高无机固体/淤泥的城市污泥的厌氧消化性能。高淤泥/固含量是污水处理厂污水收集系统的主要问题。由于进水的TSS浓度高,初级污泥中的无机固体比率达到60-70%,这使得污泥消化非常困难。这项研究的目的是评估无机淤泥/粘土对主要污泥(PS),生物污泥(BS)和混合污泥(50%PS + 50%BS)的厌氧污泥增溶的有害影响。 。在中温温度(35℃)下,在连续搅拌的厌氧反应器中进行厌氧溶解。结果表明,消化期间所有反应器中的沼气总产量都很高。初级污泥的沼气产量高于混合污泥和生物污泥的沼气产量。发现原始污泥,生物污泥和混合污泥的甲烷含量分别约为72%,78%和75%。当将所有类型的污泥用作底物时,反应器会除去VSS,并产生相应的可溶性COD(SCOD)。在约10天的运行中,所有类型的污泥中都观察到最大程度的水解/产酸,并且几乎稳定,这表明反应器仍处于水解/产酸阶段。 VFA的测量结果与SCOD结果非常吻合。在所有反应器中,不可能在约1.5个月内观察到甲烷化相的转化,这可能归因于TWWTP的高无机淤泥/粘土和盐度含量。较高的无机淤泥/粘土和盐度可能降低了所有污泥的生物降解能力,甲烷化不能在消化的早期阶段进行。如果应用更长的治疗时间和更理想的厌氧增溶条件,则可能会有更高的SCOD降低。在研究过程中,pH值未降至所有反应器的不利范围以下。

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