西安建筑科技大学:《水资源利用与保护》科研项目及成果_Al-Humic Complexation

Characterization of Al-Humic Complexation and coagulation Mechanism Introduction Removal of natural organic matter(NOM) by coagulation using metal coagulants(aluminium or ferric salts)is a common practice in surface water treatment However, there are still many things unknown regarding the interactions between the soluble organic molecules and the metal coagulants. In this study, the authors applied fluorescence analysis and online optical monitoring techniques in a series of jar-tests for coagulation of humic acid(HA) by aluminium sulphate (alum). Attention was mainly paid to the characteristics of aluminium hydrolysis and Al-humic complexation On this basis the mechanisms of Al- humic coagulation were also discussed Results Discussion Al-humic binding at pH 5.0 and 7.0 Mechanisms of Al-humic coagulation Figure 1 is the fluorescence analysis result which shows the condition of Based on the results of a series of experiments at pH 5.0, a diagram was Al-humic complexation in a raw water of HA concentration of 10 mg/ as formulated as Figure 3, where s and h are the characteristic parameters of TOC at two typical pH values. At pH 5.0, there is almost a proportional the FI curves-s as the gradient of the rising front of the curve and h as relationship between the dosed Al and unreacted Al, which indicates that the height of the plateau it finally reached. Correlative relations are the dosed Al ions are reacting with HA molecules at a constant rate. It can apparent among s, h, TOC removal and zeta potential of the coagulated be estimated that the ratio of reacted and dosed al is about 0.88 particles. Four coagulation zones can thus be divided according to the regardless of the dosed concentration At pH 7.0, there is firstly a linear destabilization states: Zone I is the stabilization zone where the relationship with a slope of 1/1 between the unreacted and dosed Al until a concentration of the dissolved aluminium species is not enough for Al- concentration about 0.11 mM. and then there is a sudden decrease of the humic complexation to bring about sufficient charge-neutralization: Zone Il unreacted Al. After the dosed Al increases to 0.3 mM. the unreacted Al is the destabilization zone where the alum dose is optimum to result in reaches an almost constant value of 0.7-0.8 mM favourable Al-humic complexation and charge-neutralization: Zone Ill is the restabilization zone where extra alum dose causes charge reversal which hinders Al-humic coagulation; and Zone IV is the sweep coagulation -pH=5.0 zone where large amount of aluminium precipitates form as the result of xtremely high alum dose 5005 Dosed Al(mM) Figure 1 Relation between dosed and unreacted aluminium Aluminium hydrolysis at pH 5.0 and 7.0 As shown in Figure 2, the output signal of PDA2000 is expressed as flocculation index(FI curve), and the variation of the FI curve with agitation time reveals the process of alum floc formation resulted from hydrolysis and precipitation. At pH 5.0 with a low alum dose of 0.1 mM, no precipitated aluminium particles are detected in the whole period of agitation. As alum dose increases to 0.2 mM, slight increase is noticed after agitation for 20 min, indicating the formation of small flocs of aluminium precipitates. Contrarily, at pH 7.0 with even a low alum dose of 0.1 mM, noticeable formation of tiny particles are noticed from the beginning of agitation and after 10 min particle growth becomes more apparent. At higher alum dose of 0.2 mM, larger flocs of aluminium 2, it can be concluded that at pH 5.0 the aluminium species which can react with HA molecules to bring about Al-humic complexation are soluble aluminium ions, while at pH 7.0 hydrolysis of aluminium ions preferentially occurs and only after they form aluminium precipitates, can reaction begin between these precipitates and HA molecules. Such a reaction is believed to be a process of adsorption or sweep coagulation rather than Al-humic complexation. However, sweep coagulation may also play important role at H5.0 as alum dose is very high 02 024 0.36 Stabilization I Destabilization IlI Restabilization IV Sweep Coagulation Figure 2 FI Curves of Aluminium Precipitates at pH 5.0 and 7.0 Figure 3 Characteristic parameters of Fl curve and coagulation zone at pH 5.0 Conclusions Al-humic coagulation shows different characteristics in different pH ranges: at pH 5.0, soluble Al ions react preferably with HA molecules forming Al-humic complexes, while at pH 7.0, aluminium hydrolysis firstly happens and then adsorption or sweep flocculation occurs to bring about combination of HA molecules with the hydrolysed aluminium precipitates Acknowledgement: This study is supported by the National Natural Science Foundation of China(Grant No. 50278076)
Characterization of Al-Humic Complexation and Coagulation Mechanism Removal of natural organic matter (NOM) by coagulation using metal coagulants (aluminium or ferric salts) is a common practice in surface water treatment. However, there are still many things unknown regarding the interactions between the soluble organic molecules and the metal coagulants. In this study, the authors applied fluorescence analysis and online optical monitoring techniques in a series of jar-tests for coagulation of humic acid (HA) by aluminium sulphate (alum). Attention was mainly paid to the characteristics of aluminium hydrolysis and Al-humic complexation. On this basis the mechanisms of Alhumic coagulation were also discussed. Introduction Results & Discussion As shown in Figure 2, the output signal of PDA2000 is expressed as flocculation index (FI curve), and the variation of the FI curve with agitation time reveals the process of alum floc formation resulted from hydrolysis and precipitation. At pH 5.0 with a low alum dose of 0.1 mM, no precipitated aluminium particles are detected in the whole period of agitation. As alum dose increases to 0.2 mM, slight increase is noticed after agitation for 20 min, indicating the formation of small flocs of aluminium precipitates. Contrarily, at pH 7.0 with even a low alum dose of 0.1 mM, noticeable formation of tiny particles are noticed from the beginning of agitation and after 10 min particle growth becomes more apparent. At higher alum dose of 0.2 mM, larger flocs of aluminium precipitates form quickly. By comparing the results of Figure 1 and Figure 2, it can be concluded that at pH 5.0 the aluminium species which can react with HA molecules to bring about Al-humic complexation are soluble aluminium ions, while at pH 7.0 hydrolysis of aluminium ions preferentially occurs and only after they form aluminium precipitates, can reaction begin between these precipitates and HA molecules. Such a reaction is believed to be a process of adsorption or sweep coagulation rather than Al-humic complexation. However, sweep coagulation may also play important role at pH 5.0 as alum dose is very high. Conclusions Figure 1 is the fluorescence analysis result which shows the condition of Al-humic complexation in a raw water of HA concentration of 10 mg/l as TOC at two typical pH values. At pH 5.0, there is almost a proportional relationship between the dosed Al and unreacted Al, which indicates that the dosed Al ions are reacting with HA molecules at a constant rate. It can be estimated that the ratio of reacted and dosed Al is about 0.88 regardless of the dosed concentration. At pH 7.0, there is firstly a linear relationship with a slope of 1/1 between the unreacted and dosed Al until a concentration about 0.11 mM, and then there is a sudden decrease of the unreacted Al. After the dosed Al increases to 0.3 mM, the unreacted Al reaches an almost constant value of 0.7-0.8 mM. Figure 2 FI Curves of Aluminium Precipitates at pH 5.0 and 7.0 Figure 3 Characteristic parameters of FI curve and coagulation zone at pH 5.0 Al-humic coagulation shows different characteristics in different pH ranges: at pH 5.0, soluble Al ions react preferably with HA molecules forming Al-humic complexes, while at pH 7.0, aluminium hydrolysis firstly happens and then adsorption or sweep flocculation occurs to bring about combination of HA molecules with the hydrolysed aluminium precipitates. Figure 1 Relation between dosed and unreacted aluminium Al-humic binding at pH 5.0 and 7.0 Aluminium hydrolysis at pH 5.0 and 7.0 Mechanisms of Al-humic coagulation Based on the results of a series of experiments at pH 5.0, a diagram was formulated as Figure 3, where s and h are the characteristic parameters of the FI curves – s as the gradient of the rising front of the curve and h as the height of the plateau it finally reached. Correlative relations are apparent among s, h, TOC removal and zeta potential of the coagulated particles. Four coagulation zones can thus be divided according to the destabilization states: Zone I is the stabilization zone where the concentration of the dissolved aluminium species is not enough for Alhumic complexation to bring about sufficient charge-neutralization; Zone II is the destabilization zone where the alum dose is optimum to result in favourable Al-humic complexation and charge-neutralization; Zone III is the restabilization zone where extra alum dose causes charge reversal which hinders Al-humic coagulation; and Zone IV is the sweep coagulation zone where large amount of aluminium precipitates form as the result of extremely high alum dose. I Stabilization; II Destabilization; III Restabilization; IV Sweep Coagulation Acknowledgement: This study is supported by the National Natural Science Foundation of China (Grant No. 50278076) 0 0.05 0.1 0.15 0.2 0 0.3 0.6 0.9 1.2 1.5 Dosed Al(mM) Unreacted Al(mM) pH=5.0 pH=7.0 0 0.05 0.1 0.15 0.2 0 10 20 30 40 FI 0.1mM 0.2mM pH=5.0 0 0.05 0.1 0.15 0.2 0 10 20 30 40 Time(min) FI 0.1mM pH=7.0 0.2mM 0 5 10 15 20 s I II III IV 0 3 6 9 1 2 h 0 2 4 6 8 1 0 TOC(mg/L) -30 -20 -10 0 1 0 2 0 Alum Dose(mM) z potential(mV) 0 0.12 0.24 0.36
按次数下载不扣除下载券;
注册用户24小时内重复下载只扣除一次;
顺序:VIP每日次数-->可用次数-->下载券;
- 西安建筑科技大学:《水资源利用与保护》科研项目及成果_上海绿地示范工程.ppt
- 西安建筑科技大学:《水资源利用与保护》科研项目及成果_RT-PCR 肠道病毒检测项目.ppt
- 西安建筑科技大学:《水资源利用与保护》科研项目及成果_PCR病原细菌检测项目.ppt
- 西安建筑科技大学:《水资源利用与保护》科研项目及成果_西部缺水地区水资源再生利用.ppt
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_全球水资源状况.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_全球水资源管理面临的挑战.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_全球水资源告警.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_全球水资源概况.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_全球水资源分布.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_联合国报告:全球水资源开发九大问题.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_枯竭或污染全球250条大河奔向.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_Will There Be Enough Water.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_Watersheds of the World - Tropical Deforestation.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_Watersheds of the World - Remaining Original Forest Cover.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_Watersheds of the World - Protected Area.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_Watersheds of the World - Primary Watersheds.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_Watersheds of the World - Population Density.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_Watersheds of the World - Existing and Proposed Major Dams.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_Watersheds of the World - Aridity.pdf
- 西安建筑科技大学:《水资源利用与保护》参考资料_Water resources in the world_Watersheds of the World 2005.pdf
- 西安建筑科技大学:《水资源利用与保护》科研项目及成果_Al-humic flocs.ppt
- 西安建筑科技大学:《水资源利用与保护》科研项目及成果_AOP.ppt
- 西安建筑科技大学:《水资源利用与保护》科研项目及成果_DESAR Book and Its Chinese Translation.ppt
- 西安建筑科技大学:《水资源利用与保护》科研项目及成果_lca.ppt
- 西安建筑科技大学:《水资源利用与保护》科研项目及成果_O3-BAC.ppt
- 西安建筑科技大学:《水资源利用与保护》科研项目及成果_Treatability.ppt
- 西安建筑科技大学:《水资源利用与保护》科研项目及成果_UF.ppt
- 西安建筑科技大学:《水资源利用与保护》科研项目及成果_Weihe River.ppt
- 西安建筑科技大学:《水资源利用与保护》科研项目及成果_生物造粒流化床项目.ppt
- 西安建筑科技大学:《水资源利用与保护》水资源管理资料_Water Management.pdf
- 西安建筑科技大学:《水资源利用与保护》水资源管理资料_澳大利亚水资源管理情况.pdf
- 西安建筑科技大学:《水资源利用与保护》水资源管理资料_地下水资源管理的GIS系统研究.pdf
- 西安建筑科技大学:《水资源利用与保护》水资源管理资料_法国的水资源管理和水价监管.pdf
- 西安建筑科技大学:《水资源利用与保护》水资源管理资料_几种水资源管理制度的比较分析.pdf
- 西安建筑科技大学:《水资源利用与保护》水资源管理资料_挪威水资源管理着眼可持续发展.pdf
- 西安建筑科技大学:《水资源利用与保护》水资源管理资料_流域水资源管理中的出境水水质目标管理的思考.pdf
- 西安建筑科技大学:《水资源利用与保护》水资源管理资料_三明市区水资源管理工作探讨.pdf
- 西安建筑科技大学:《水资源利用与保护》水资源管理资料_山西省临汾地区水资源管理的思考.pdf
- 西安建筑科技大学:《水资源利用与保护》水资源管理资料_水资源的外部性与黄河流域水资源管理.pdf
- 西安建筑科技大学:《水资源利用与保护》水资源管理资料_中国水资源管理博弈特征分析.pdf