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201.
脱水污泥等温干燥特性实验研究及回归分析 总被引:1,自引:0,他引:1
利用热重差热分析仪(DTG)对脱水污泥进行干燥实验,测定干燥参数和干燥条件对脱水污泥等温干燥特性的影响,研究了3个温度水平(85℃,100℃,120℃),5个空气流速(10mL/min,20mL/min,40mL/min,50mL/min,70mL/min)和3个升温速率(15℃/min,20℃/min,40℃/min)。结果表明,样品的干燥速率随着终温的升高、升温速率和空气流速的增大而加快。脱水污泥的干燥过程主要分为加速、恒速和降速3个阶段,且降速干燥段在整个干燥过程中所占的比例较大。其干燥数学模型符合Page方程,经拟合得到 。验证表明,拟合方程算得的MR值与实验结果比较接近。该模型方程可用于描述城市污水污泥的干燥。 相似文献
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在含水率为86.1%的脱水污泥中分别添加10%的电石渣和工业生石灰,其搅拌30min后及自然晾晒24,48,72,96,120 h后的含水率持续线性下降,自然晾晒120 h后可达到填埋标准;添加电石渣及石灰的污泥,其单位质量水分蒸发速率与原污泥有本质差异;两种改性剂均可使污泥比阻降低50%左右;经板框压滤机压滤出的泥饼... 相似文献
207.
Chemical forms of Zn, Ni, Cu, and Pb in municipal sewage sludge were investigated by adding humus soil to sludge and by
performing sequential extraction procedures. In the final sludge mixtures, Zn and Ni were mainly found in Fe/Mn oxide-bound (F3) and
organic matter/sulfide-bound (F4) forms. For Zn, exchangeable (F1), carbonate-bound (F2), and F3 forms were transformed to F4 and
residual forms (F5). For Ni, F1 and F2 forms were transformed to F1, F2, and F3 forms. Both Cu and Pb were strongly associated with
the stable forms F4 and F5. For Cu, F2 and F3 forms were major contributors, while for Pb, F3 and F4 forms were major contributors to
F5. Humus soil dosage and pH conditions in the sludge were strongly correlated with the forms of heavy metals. Five forms were used
to evaluate metal mobilities in the initial and final sludge mixtures. The mobilities of the four heavy metals studied decreased after 28
days. The metal mobilities in the final sludge mixtures were ranked in the following order: Ni > Zn > Cu = Pb. Leaching tests showed
that the mobilities of Zn and Ni in lower pH conditions (pH 4) were higher than those in higher pH conditions (pH 8). 相似文献
208.
F. Olcay Topac Sagban 《环境科学学报(英文版)》2011,23(4):616-623
The possible impacts on nitrogen-cycle in a p-nitrophenol (PNP) polluted soil and the e ectiveness of wastewater sludge amendments
in restoring nitrification potential and urease activity were evaluated by an incubation study. The results indicated that PNP at 250 mg/kg
soil inhibited urease activity, nitrification potential, arginine ammonification rate and heterotrophic bacteria counts to some extents.
After exposure to PNP, the nitrification potential of the tested soil was dramatically reduced to zero over a period of 30 days. Based
on the findings, nitrification potential was postulated as a simple biochemical indicator for PNP pollution in soils. Nitrogen-cycling
processes in soils responded positively to the applications of wastewater sludges. A sludge application rate of 200 tons/ha was su cient
for successful biostimulation of these nitrogen processes. The microbial activities in sludge-amended, heavy PNP-polluted soils seemed
to recover after 30–45 days, indicating the e ectiveness of sludge as a useful soil amendment. 相似文献
209.
Siriprapha Jangkorn Sinchai Kuhakaew Suwapee Theantanoo Harit Klinla-or Tongchai Sriwiriyarat 《环境科学学报(英文版)》2011,23(4):587-594
A coagulation-flocculation process is typically employed to treat the industrial wastewater generated by the consumer products
industry manufacturing detergents, soaps, and others. The expenditure of chemicals including coagulants and chemicals for pH
adjustment is costly for treating this wastewater. The objective of this study was to evaluate the feasibility of reusing the aluminum
sulfate (alum) sludge as a coagulant or as a coagulation aid so that the fresh alum dosage can be minimized or the removal e ciency can
be enhanced. The experiments were conducted in a jar-test apparatus simulating the coagulation-flocculation process for simultaneous
removals of organic matters, anionic surfactants, suspended solids, and turbidity. At the optimum initial pH value of 10 and the fresh
alum concentration of 400 mg/L, the total suspended solids (TSS), total chemical oxygen demand (TCOD), total anionic surfactants,
and turbidity removal e ciencies were 71.5%, 76.4%, 95.4%, and 98.2%, respectively. The addition of alum sludge as a coagulant
alone without any fresh alum addition could significantly remove the turbidity, TCOD, and anionic surfactants. The TSS was left in the
supernatants after the settling period, but would subsequently be removed by adding the fresh alum. The TSS, TCOD, and turbidity
removal e ciencies were also enhanced when both the alum sludge and the fresh alum were employed. The TCOD removal e ciency
over 80% has been accomplished, which has never fulfilled by using the fresh alum alone. It is concluded that the alum sludge could
be reused for the treatment of industrial wastewater generated by the consumer products industry. 相似文献
210.
Pretreatment of thickened waste activated sludge (TWAS) by combined microwave and alkaline pretreatment (MAP) was studied to
improve thermophilic anaerobic digestion efficiency. Uniform design was applied to determine the combination of target temperature
(110–210°C), microwave holding time (1–51 min), and NaOH dose (0–2.5 g NaOH/g suspended solids (SS)) in terms of their effect
on volatile suspended solids (VSS) solubilization. Maximum solubilization ratio (85.1%) of VSS was observed at 210°C with 0.2
g-NaOH/g-SS and 35 min holding time. The effects of 12 different pretreatment methods were investigated in 28 thermophilic batch
reactors by monitoring cumulative methane production (CMP). Improvements in methane production in the TWAS were directly related
to the microwave and alkaline pretreatment of the sludge. The highest CMP was a 27% improvement over the control. In spite of the
increase in soluble chemical oxygen demand concentration and the decrease in dewaterability of digested sludge, a semi-continuous
thermophilic reactor fed with pretreated TWAS without neutralization (at 170°C with 1 min holding time and 0.05 g NaOH/g SS)
was stable and functioned well, with volatile solid (VS) and total chemical oxygen demand (TCOD) reductions of 28% and 18%,
respectively, which were higher than those of the control system. Additionally, methane yields (L@STP/g-CODadded, at standard
temperature and pressure (STP) conditions of 0°C and 101.325 kPa) and (L@STP/g VSadded) increased by 17% and 13%, respectively,
compared to the control reactor. 相似文献