共查询到17条相似文献,搜索用时 639 毫秒
1.
2.
3.
4.
市政污泥深度脱水药剂优化研究简 总被引:1,自引:0,他引:1
污泥含水率高影响污泥后续处置。利用化学药剂对污泥进行深度脱水处理可使污泥减量化、稳定化。为提高深度脱水效果,对添加剂进行了种类和添加量的优化研究(石灰、工业石灰、粉煤灰、硅藻土、十二烷基磺酸钠和飞灰;5%、10%、15%、20%、25%和30%),另外,还进行了复合投加实验。研究结果表明,石灰、工业石灰、粉煤灰的深度脱水效果最好;复合添加中,25%石灰+5%粉煤灰,20%石灰+10%粉煤灰,10%石灰+20%粉煤灰的深度脱水效果最好。5%的石灰或者工业石灰的添加剂量使干化污泥pH值达到12.25,粉煤灰、硅藻土、十二烷基磺酸钠和飞灰的添加对干化污泥pH值影响相对要小。 相似文献
5.
6.
《环境工程学报》2017,(4)
污泥含水率是污水处理、污泥处理及污泥处置利用等环节的重要评估指标。本研究采用快速测定法对不同类型城市污泥含水率进行测定,考察了污泥含水率、质量、颗粒度对测定结果影响,并与国标重量法进行比较。结果表明:污泥质量对快速法测定结果影响较小,原始污泥测定结果标准偏差在0.01%~0.05%之间,常规脱水污泥和生物沥浸脱水污泥测定结果标准偏差均为0.03%;相比国标法,脱水污泥含水率越低,快速法测定结果误差越大,常规脱水污泥和生物沥浸脱水污泥测定结果相对误差分别为-2.09%和-3.49%;脱水污泥颗粒度越大,快速法测定结果偏差越大,常规脱水污泥和生物沥浸脱水污泥总体样本标准偏差分别为0.43%和1.25%。另外发现,在相同干化条件下,生物沥浸脱水污泥相对于常规脱水污泥有较快的水分蒸发速度。针对城市污泥,为缩短测定时间和提高工作效率,待测污泥优选质量≤4 g和颗粒度≤3 mm,且建议只在生产运行中使用,室内科研实验优选国标法。 相似文献
7.
8.
为制备用于处理含磷废水的新型功能陶粒滤料,研究了以粉煤灰为主要原料的高效除磷型陶粒烧结制备工艺。通过L9(34)正交实验和极差分析,结合筒压强度实验得到最佳烧结条件为:预热时间30 min,烧结温度950℃,烧结时间30 min;各因子对除磷效率的影响程度为:烧结温度〉烧结时间〉预热时间。通过理化性质测试得出最佳工艺制备的陶粒特性:堆积密度为877 kg/m3,表观密度为1 509 kg/m3,空隙率为41.9%,筒压强度6.94 MPa,盐酸可溶率为2.3%。应用最佳工艺条件所制备的陶粒处理10 mg/L含磷废水获得高达99.83%的磷酸盐去除率。通过最佳烧结工艺能够制备高效除磷型粉煤灰陶粒滤料,在处理含磷废水方面具有一定的应用前景。 相似文献
9.
为减少城市生活垃圾焚烧飞灰(简称飞灰)与电解锰渣中的重金属对环境的危害,考察了利用两者辅以粉煤灰烧制陶粒的可行性。通过单因素实验确定原材料最佳配比以及最宜烧制工艺条件,并对焙烧后陶粒的微观形貌以及重金属浸出浓度进行分析。结果表明:随着飞灰掺量的增加,陶粒的颗粒强度与堆积密度降低,1 h吸水率升高;确定最佳原料配比为飞灰掺量12%、电解锰渣掺量43%、粉煤灰掺量45%;确定最宜烧制工艺条件为预热温度600℃、焙烧温度1140℃。在最佳条件下,烧制陶粒的颗粒强度为769 N,堆积密度为687 kg·m~(-3),1 h吸水率为6.44%。通过微观结构观察,陶粒表面致密呈釉化,内部呈现多孔隙结构。陶粒中重金属浸出浓度均低于国家标准。此陶粒的使用可为飞灰与电解锰渣资源化利用提供参考。 相似文献
10.
11.
12.
Shao-Hua Hu Shen-Chih Hu Yen-Pei Fu 《Journal of the Air & Waste Management Association (1995)》2013,63(2):262-269
This study focuses on artificial lightweight aggregates (ALWAs) formed from sewage sludge and ash at lowered co-melting temperatures using boric acid as the fluxing agent. The weight percentages of boric acid in the conditioned mixtures of sludge and ash were 13% and 22%, respectively. The ALWA derived from sewage sludge was synthesized under the following conditions: preheating at 400 °C 0.5 hr and a sintering temperature of 850 °C 1 hr. The analytical results of water adsorption, bulk density, apparent porosity, and compressive strength were 3.88%, 1.05 g/cm3, 3.93%, and 29.7 MPa, respectively. Scanning electron microscope (SEM) images of the ALWA show that the trends in water adsorption and apparent porosity were opposite to those of bulk density. This was due to the inner pores being sealed off by lower-melting-point material at the aggregates' surface. In the case of ash-derived aggregates, water adsorption, bulk density, apparent porosity, and compressive strength were 0.82%, 0.91 g/cm3, 0.82%, and 28.0 MPa, respectively. Both the sludge- and ash-derived aggregates meet the legal standards for ignition loss and soundness in Taiwan for construction or heat insulation materials.
Implications Artificial lightweight aggregates (ALWAs) could be synthesized from sewage sludge and derived ash. In this study, co-melting technology of low temperature was applied with boric acid as a fluxing agent and the formation temperature of glass phase was decreased to 900 °C. Both aggregates derived from sludge and ash meet regulatory standards of ignition loss and soundness in Taiwan for construction or heat insulation material. 相似文献
13.
In this study, the strength of soft cohesive subgrade soil was improved by applying sewage sludge ash as a soil stabilizer. Test results obtained were compared with earlier tests conducted on soil samples treated with fly ash. Five different proportions of sludge ash and fly ash were mixed with soft cohesive soil, and tests such as pH value, compaction, California bearing ratio, unconfined compressive strength (UCS), and triaxial compression were performed to understand soil strength improvement because of the addition of both ashes. Results indicate that pH values increase with extending curing age for soil with sludge ash added. The UCS of sludge ash/soil were 1.4-2 times better than untreated soil. However, compressive strength of sludge ash/soil was 20-30 kPa less than fly ash/soil. The bearing capacities for both fly ash/soil and sludge ash/soil were five to six times and four times, respectively, higher than the original capacity. Moreover, the cohesive parameter of shear strength rose with increased amounts of either ash added. Friction angle, however, decreased with increased amounts of either ash. Consequently, results show that sewage sludge ash can potentially replace fly ash in the improvement of the soft cohesive soil. 相似文献
14.
This study focuses on artificial lightweight aggregates (ALWAs) formed from sewage sludge and ash at lowered co-melting temperatures using boric acid as the fluxing agent. The weight percentages of boric acid in the conditioned mixtures of sludge and ash were 13% and 22%, respectively. The ALWA derived from sewage sludge was synthesized under the following conditions: preheating at 400 degrees C 0.5 hr and a sintering temperature of 850 degrees C 1 hr. The analytical results of water adsorption, bulk density, apparent porosity, and compressive strength were 3.88%, 1.05 g/cm3, 3.93%, and 29.7 MPa, respectively. Scanning electron microscope (SEM) images of the ALWA show that the trends in water adsorption and apparent porosity were opposite to those of bulk density. This was due to the inner pores being sealed off by lower-melting-point material at the aggregates'surface. In the case of ash-derived aggregates, water adsorption, bulk density, apparent porosity, and compressive strength were 0.82%, 0.91 g/cm3, 0.82%, and 28.0 MPa, respectively. Both the sludge- and ash-derived aggregates meet the legal standards for ignition loss and soundness in Taiwan for construction or heat insulation materials. 相似文献
15.
Akira Sano Makoto KanomataHiroki Inoue Norio SugiuraKai-Qin Xu Yuhei Inamori 《Chemosphere》2012,89(10):1243-1247
The objective of the present study was to establish an alkali extraction technology for FePO4-containing sewage sludge obtained from a wastewater treatment system that includes phosphorous removal by iron electrolysis. By clarifying the extraction properties of phosphorous, organic matter, and inorganic matter, conditions for alkali extraction were optimized. As a result, it was suggested that unheated phosphorous extraction would be superior for FePO4-containing sewage sludge. And, extraction methods and sewage sludge properties were also compared, and the noteworthy result that extraction of metals can be suppressed to extremely low amounts with alkali extraction as compared with acid extraction was obtained. A new insight was also gained that, as compared with the use of incinerated ash reported in previous studies, alkali extraction was more efficient when raw sewage sludge was used. 相似文献
16.
中国部分城市污泥中矿质元素形态与生物可利用性研究 总被引:5,自引:0,他引:5
近年来随着城市污水处理厂数目迅速增加,低成本、高效率的污泥农用受到越来越多的关注。研究从北到南的五家污水处理厂消化污泥中矿质元素的含量和形态分布,为污泥资源化的合理利用提供科学参考。结果表明:消化污泥总体呈高有机质、高氮磷、低K、高矿质元素营养的相似性,但其理化性质如阳离子交换容量(CEC)、pH等差异较大,对矿质元素的形态分布与生物可利用性有明显的影响。同种元素在不同污泥中含量的差异较大,相差数倍,甚至十倍以上。污泥中不同元素含量明显不同,Fe的浓度最高,次之是Mg、Zn、B的浓度最低。连续提取研究表明,污泥pH对污泥中矿质元素的形态分布有明显影响,酸性污泥(厦门污水处理厂)中各矿质元素酸溶/交换态百分率明显高于其他污泥。Cu主要分布在氧化态;Zn的三态分布百分率均在10%以上;Mg、Mn的酸溶/交换态含量较高;Fe主要分布在残渣态;B氧化态和还原态的百分率较高。建议在全国范围内进行一次污水处理厂污泥品质调查,为污泥合理农用提供科学依据。 相似文献
17.
通过对金矿矿区炼金废渣的酸中和能力、净产酸量及浸出毒性实验,测定了废渣的产酸潜力及重金属砷、镉、铅、锌的总量和它们的浸出量。为了合理处置矿区炼金废渣,并为矿区重金属污染土壤的修复提供技术支持,采用石灰、粉煤灰、堆肥化污泥作为添加剂对废渣进行固化/稳定化处理;通过浸出毒性实验对固化/稳定化处理效果进行综合分析,试图寻求一种最佳的稳定剂。结果表明,无论是单独添加石灰、粉煤灰或者堆肥化污泥还是两两组合混合添加,样品浸出液的pH都有升高,As、Cd的浸出浓度都有明显下降,而且两两组合添加比单独添加的固化/稳定化处理效果更好。在两两组合添加中,粉煤灰混合堆肥化污泥的处理效果最好,浸出液的pH值达到7.82,As、Cd的浸出率分别下降72.0%和72.2%。说明粉煤灰混合堆肥化污泥处理炼金废渣效果最佳,同时具有以废治污的资源化生态效能。 相似文献