有机硅酸盐纳米多孔材料对铅离子的吸附

L. Isaacs
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OSNP materials reflected a dependence on ionic strength consistent with an outer-sphere complexation and electrostatic bonding mechanism. Lead (II) ion adsorption behavior in seven matrix batch solutions was not effective possibly due to soluble complexes that were formed that prevented adsorption and precipitation. There was no difference in the batch adsorption performance of MCM-41 and HMS. Column designs were optimized by response surface methods. OSNP material/sand media head loss at a superficial velocity = 0.49 m/h increased 28.1% compared with sand only media. At column break through, defined as Ce/Co = 0.5, MCM-41/sand media Kd = 46.2 L/g and sand only Kd = 0.04 L/g. There was significant evidence to warrant rejection of the claim that the variances in Kd were equal (P < 0.001, n = 12). Adsorption capacity in columns with synthetic adsorbates at Ce/Co = 0.50 were HMS = 0.013 mmol/g (2.74 mg/g) at 0.6 m3/m2 h and MCM-41 = 0.071 mmol/g (14.63 Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. mg/g) at 2.1 m3/m2 h. For a stormwater treated by single pass column filtration, MCM41 lead (II) ion adsorption at Ce/Co = 0.50 was 0.028 mmol/g (5.88 mg/g) and sand only = 2.83E-05 mmol/g (0.01 mg/g). Water molecule ionization by metal cations decreased influent pH, combined with deprotonation of MCM-41 during adsorption of lead (II) ions, caused a decrease in pH sufficient to change column adsorption performance. The declining rate sand filtration cost for a 100 m2 unit in 2007 dollars was estimated at $31,600, however this did not include the cost for MCM-41 adsorbent materials, which are not available commercially. Adsorbent life cycle was calculated at 2.6 years. Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. Copyright, 2007, by Larry Keith Isaacs, All Rights Reserved. Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. This dissertation is dedicated to my wife Marsha who has been forever patient and to our children for their constant encouragement. Reproduced with permission of the copyright owner. Further reproduction prohibited without permission.","PeriodicalId":49264,"journal":{"name":"Frontiers of Physics in China","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2007-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Adsorption of Lead (II) Ions by Organosilicate Nanoporous Materials\",\"authors\":\"L. 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引用次数: 1

摘要

合成的有机硅纳米孔(osp)材料HMS(六方介孔结构)和MCM-41作为吸附剂,在实验室批处理和柱状研究中用于铅(II)离子的去除。以四乙基硅酸盐(TEOS)和离子(十六烷基三甲基铵)或中性(十二烷基胺)表面活性剂制备介孔有机硅酸盐。MCM-41的批反应分布系数在24 h时Kd = 51.5 L/g (SD 26.3),在7 d时Kd = 73.7 L/g (SD = 40.5)。osp对铅(II)离子的吸附从pH = 3增加到pH约7.5,之后吸附急剧下降。osp材料反映了离子强度的依赖性,与外球络合和静电键合机制一致。铅(II)离子在7种基质间歇溶液中的吸附效果不佳,可能是由于形成的可溶性配合物阻止了吸附和沉淀。MCM-41与HMS的间歇吸附性能无显著差异。采用响应面法优化柱的设计。表面速度= 0.49 m/h时osp材料/砂介质的水头损失比纯砂介质增加了28.1%。在柱突处,定义为Ce/Co = 0.5, MCM-41/砂型介质Kd = 46.2 L/g,砂型介质Kd = 0.04 L/g。有重要的证据证明,Kd的方差相等的说法是错误的(P < 0.001, n = 12)。在Ce/Co = 0.50时,合成吸附剂柱的吸附量分别为:HMS = 0.013 mmol/g (2.74 mg/g), MCM-41 = 0.071 mmol/g(14.63)。未经允许,禁止转载。对于经单道柱过滤处理的雨水,在Ce/Co = 0.50时,MCM41对铅(II)离子的吸附为0.028 mmol/g (5.88 mg/g),而在砂层中,MCM41对铅(II)离子的吸附仅为2.83E-05 mmol/g (0.01 mg/g)。金属阳离子对水分子的电离作用降低了进水pH,再加上MCM-41在吸附铅(II)离子过程中的去质子化作用,导致pH的降低足以改变柱的吸附性能。按2007年美元计算,100平方米单位的砂过滤成本下降的成本估计为31,600美元,但这还不包括MCM-41吸附材料的成本,这种材料在商业上是不可获得的。吸附剂生命周期计算为2.6年。经版权所有人许可转载。未经允许,禁止转载。版权所有,2007年由拉里·基思·艾萨克斯,保留所有权利。经版权所有人许可转载。未经允许,禁止转载。这篇论文是献给我的妻子玛莎,她一直很有耐心,也献给我们的孩子们,因为他们一直在鼓励我们。经版权所有人许可转载。未经允许,禁止转载。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Adsorption of Lead (II) Ions by Organosilicate Nanoporous Materials
ADSORPTION OF LEAD (II) IONS BY ORGANOSILICATE NANOPOROUS MATERIALS Larry Keith Isaacs Old Dominion University, 2007 Director: Dr. Mujde Erten-Unal As-synthesized organosilicate nanoporous (OSNP) materials HMS (hexagonal mesoporous structure) and MCM-41 were used as adsorbents for removal of lead (II) ions in laboratory batch and column studies. Mesoporous organosilicates were prepared from tetraethylorthosilicate (TEOS) and either an ionic (cetyltrimethyl-ammonium) or neutral (dodecylamine) surfactant. Batch reaction distribution coefficients for MCM-41 were Kd = 51.5 L/g (SD 26.3) at 24 h and KD = 73.7 L/g (SD = 40.5) at 7 d. OSNP lead (II) ion adsorption increased from pH = 3 until pH ca. 7.5 after which a sharp decrease in adsorption was noted. OSNP materials reflected a dependence on ionic strength consistent with an outer-sphere complexation and electrostatic bonding mechanism. Lead (II) ion adsorption behavior in seven matrix batch solutions was not effective possibly due to soluble complexes that were formed that prevented adsorption and precipitation. There was no difference in the batch adsorption performance of MCM-41 and HMS. Column designs were optimized by response surface methods. OSNP material/sand media head loss at a superficial velocity = 0.49 m/h increased 28.1% compared with sand only media. At column break through, defined as Ce/Co = 0.5, MCM-41/sand media Kd = 46.2 L/g and sand only Kd = 0.04 L/g. There was significant evidence to warrant rejection of the claim that the variances in Kd were equal (P < 0.001, n = 12). Adsorption capacity in columns with synthetic adsorbates at Ce/Co = 0.50 were HMS = 0.013 mmol/g (2.74 mg/g) at 0.6 m3/m2 h and MCM-41 = 0.071 mmol/g (14.63 Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. mg/g) at 2.1 m3/m2 h. For a stormwater treated by single pass column filtration, MCM41 lead (II) ion adsorption at Ce/Co = 0.50 was 0.028 mmol/g (5.88 mg/g) and sand only = 2.83E-05 mmol/g (0.01 mg/g). Water molecule ionization by metal cations decreased influent pH, combined with deprotonation of MCM-41 during adsorption of lead (II) ions, caused a decrease in pH sufficient to change column adsorption performance. The declining rate sand filtration cost for a 100 m2 unit in 2007 dollars was estimated at $31,600, however this did not include the cost for MCM-41 adsorbent materials, which are not available commercially. Adsorbent life cycle was calculated at 2.6 years. Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. Copyright, 2007, by Larry Keith Isaacs, All Rights Reserved. Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. This dissertation is dedicated to my wife Marsha who has been forever patient and to our children for their constant encouragement. Reproduced with permission of the copyright owner. Further reproduction prohibited without permission.
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