Bioenergy Research Center, Korea Institute of Energy Research, Daejeon 305-343, Republic of Korea.
Water Res. 2010 May;44(10):3093-100. doi: 10.1016/j.watres.2010.02.032. Epub 2010 Mar 1.
The individual effects of alkaline (pH 8-13) and ultrasonic (3750-45,000kJ/kg TS) pretreatments on the disintegration of sewage sludge were separately tested, and then the effect of combining these two methods at different intensity levels was investigated using response surface methodology (RSM). In the combined pretreatment, ultrasonic treatment was applied to the alkali-pretreated sludge. While the solubilization (SCOD/TCOD) increase was limited to 50% in individual pretreatments, it reached 70% in combined pretreatment, and the results clearly showed that preconditioning of sludge at high pH levels played a crucial role in enhancing the disintegration efficiency of the subsequent ultrasonic pretreatment. By applying regression analysis, the disintegration degree (DD) was fitted based on the actual value to a second order polynomial equation: Y=-172.44+29.82X(1)+5.30x10(-3)X(2)-7.53x10(-5)X(1)X(2)-1.10X(1)(2)-1.043x10(-7)X(2)(2), where X(1), X(2), and Y are pH, specific energy input (kJ/kg TS), and DD, respectively. In a 2D contour plot describing the tendency of DD with respect to pH and specific energy input, it was clear that DD increased as pH increased, but it seemed that DD decreased when the specific energy input exceeded about 20,000kJ/kg TS. This phenomenon tells us that there exists a certain point where additional energy input is ineffective in achieving further disintegration. A synergetic disintegration effect was also found in the combined pretreatment, with lower specific energy input in ultrasonic pretreatment yielding higher synergetic effect. Finally, in order to see the combined pretreatment effect in continuous operation, the sludge pretreated with low intensity alkaline (pH 9)/ultrasonic (7500kJ/kg TS) treatment was fed to a 3 L of anaerobic sequencing batch reactor after 70 days of control operation. CH(4) production yield significantly increased from 81.9+/-4.5mL CH(4)/g COD(added) to 127.3+/-5.0mL CH(4)/g COD(added) by pretreatment, and this enhanced performance was closely related to the solubilization increase of the sludge by pretreatment. However, enhanced anaerobic digestion resulted in 20% higher soluble N concentration in the reactor, which would be an additional burden in the subsequent nitrogen removal system.
分别测试了碱性(pH8-13)和超声(3750-45000kJ/kg TS)预处理对污水污泥解体的单独影响,然后使用响应面法(RSM)研究了以不同强度水平结合这两种方法的效果。在组合预处理中,将超声处理应用于碱预处理的污泥。虽然单独预处理中可溶解物(SCOD/TCOD)的增加仅限于 50%,但在组合预处理中达到了 70%,结果清楚地表明,在高 pH 值条件下预处理污泥在提高后续超声预处理的解体效率方面起着关键作用。通过应用回归分析,将解体度(DD)基于实际值拟合到二次多项式方程:Y=-172.44+29.82X(1)+5.30x10(-3)X(2)-7.53x10(-5)X(1)X(2)-1.10X(1)(2)-1.043x10(-7)X(2)(2),其中 X(1)、X(2)和 Y 分别为 pH、比能输入(kJ/kg TS)和 DD。在描述 DD 随 pH 和比能输入的二维等高线图中,显然随着 pH 的升高 DD 增加,但似乎当比能输入超过约 20000kJ/kg TS 时 DD 会降低。这一现象告诉我们,存在一个特定的点,在该点上,额外的能量输入对进一步解体无效。在组合预处理中也发现了协同解体效应,在超声预处理中输入较低的比能会产生更高的协同效应。最后,为了在连续操作中看到组合预处理的效果,在控制运行 70 天后,将用低强度碱性(pH9)/超声(7500kJ/kg TS)预处理的污泥进料到 3L 的厌氧序批式反应器中。预处理使 CH(4)产率从 81.9+/-4.5mL CH(4)/g COD(added)显著增加到 127.3+/-5.0mL CH(4)/g COD(added),这种增强的性能与预处理过程中污泥的可溶物增加密切相关。然而,增强的厌氧消化导致反应器中可溶性 N 浓度增加 20%,这将成为后续氮去除系统的额外负担。