Blagojevič Marko, Bizjan Benjamin, Zupanc Mojca, Gostiša Jurij, Perše Lidija Slemenik, Centa Urška Gradišar, Stres Blaž, Novak Uroš, Likozar Blaž, Rak Gašper, Repinc Sabina Kolbl
Faculty of Civil and Geodetic Engineering, University of Ljubljana, Jamova cesta 2, 1000 Ljubljana, Slovenija.
Faculty of Civil and Geodetic Engineering, University of Ljubljana, Jamova cesta 2, 1000 Ljubljana, Slovenija; Faculty of Mechanical Engineering, University of Ljubljana, Aškerčeva cesta 6, 1000 Ljubljana, Slovenija.
Ultrason Sonochem. 2024 Jul;107:106943. doi: 10.1016/j.ultsonch.2024.106943. Epub 2024 Jun 5.
Slightly acidic (pH 5.1) waste sludge with 4.7 % Total Solids (TS) was treated on a laboratory scale pined disc rotary generator of hydrodynamic cavitation (PD RGHC). Influence of four rotor discs with different number of cavitation generation units (CGUs) was investigated: 8-pins, 12-pins, 16-pins and 8-prism elements. The effect of hydrodynamic cavitation (HC) was investigated by analyzing rheological properties, surface tension, dewaterability, and particle size distribution. After subjecting the sludge to 30 cavitation passes, the dewatering ability of the sludge significantly decreased, resulting in a more than two-fold increase in Capillary Suction Time (CST). All regimes were successful in disintegrating particles to smaller sizes. A slight increase of sludge surface tension was measured post cavitation. Cavitated samples displayed a zero-shear viscosity, in contrast to the untreated sample, where viscosity noticeably increased as shear stress decreased. HC did not improve methane yield. Statistically significant correlations between physio-chemical properties and apparent viscosity at low shear stress were identified. Although there were no discernible statistical differences in sludge characteristics, some trends are visible among investigated CGU designs and warrant further research.
采用实验室规模的带钉盘式旋转水力空化发生器(PD RGHC)处理总固体含量(TS)为4.7%、pH值为5.1的微酸性废污泥。研究了四种带有不同空化发生单元(CGU)数量的转子盘的影响:8个钉、12个钉、16个钉和8个棱柱元件。通过分析流变特性、表面张力、脱水性能和粒度分布来研究水力空化(HC)的效果。污泥经过30次空化处理后,其脱水能力显著下降,导致毛细吸水时间(CST)增加了两倍多。所有工况都成功地将颗粒分解为更小的尺寸。空化处理后测得污泥表面张力略有增加。与未处理的样品相比,空化处理后的样品显示出零剪切粘度,未处理样品的粘度随着剪切应力的降低而显著增加。水力空化并未提高甲烷产量。确定了低剪切应力下物理化学性质与表观粘度之间的统计学显著相关性。虽然污泥特性没有明显的统计差异,但在所研究的CGU设计中可以看出一些趋势,值得进一步研究。