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INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 3 doc

INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 3 doc

INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 3 doc

... (94%) 33 8.8 (94%) 0.140 (89%)CuZ-2.6 1 32 8 2.6 1 03 0.822 (5 73 K) Not detected — — —CuZ-2.9 2 30 3 2.9 116 0.907 (555 K) Not detected 32 6.4 (88%) 30 9.6 (86%) 0. 130 (82%)CuZ -3 . 7 2 32 8 3. 7 148 ... (450 K) 0.260 (6 53 K) 0. 437 CuZ-4.4 0.251 (450 K) 0. 134 (461 K) 0.216 (6 63 K) 0.601Ti-PILC — — — —CuTi-4.6 0.405 (4 73 K) 0.172 (5 43 K) 0.046 (6 63 K) 0.6 23 CuTi-7.4 0 .32 1 ( 431 K) 0.170 (507 ... role in electron transfer from theelectron-accepting to the electron-donating sites at the catalytic surface. Ac-cording to Bahranowski et al. [48], single doping of Al-PILC with copper intro-duced...
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INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 6 docx

INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 6 docx

... Fe2.4 75 .3 74.94.8 79.2 80.19.5 80.6 82 .3 21 .3 82.1 82.860.1 83. 0 83. 085.4 83. 4 83. 1a[NaNO 3 ] ϭ 2 mol dm 3 ; F in ϭ 0.5 cm 3 minϪ1.TMCopyright n 20 03 by Marcel Dekker, Inc. All Rights ... zeolitic indigenous Naϩions and siting within the alumino-silicate framework must necessitate some weakening of the ion–dipole interac-tions between the in- going HM ions and the coordinated ... Shan, T Chai, Y Huang. Water Treat 3: 3 03 31 3, 1988.21. W Stumm, GF Lee. Ind Eng Chem 53: 1 43 146, 1961.22. SK Ouki, M Kavannagh. Waste Manag Res 15 :38 3 39 4, 1997. 23. DW Breck. Zeolite Molecular...
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INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 8 doc

INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 8 doc

... (2,4,6-trimercaptotiazine, trisodium salt non-ahydrate). (b) Binding motif between TMT-55 and a divalent heavy metal (M).is TMT, or 2,4,6-trimercaptotiazine, trisodium salt nonahydrate, Na 3 C 3 S 3 ⋅ 9H2O(Figs. ... 50.00 34 .38 2.0Fe(II) Stoichiometric 20 6.0 50.00 32 .98 2.0Fe(II) 10% dose increase 1 5.0 50.00 34 .79 2.0Fe(II) 10% dose increase 6 5.0 50.00 34 .56 2.0Fe(II) 10% dose increase 20 5.0 50.00 33 .56 ... Methods of Heavy Metal Binding 135 TABLE 3 ICP and CVAF Results of TMT at Stoichiometric Doses and at 10% Molar Dosage IncreasesEPAInitial metal Final metal dischargeChelating Time Solution concentration...
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INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 17 (END) docx

INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 17 (END) docx

... CarbonCatalyst (m2-gϪ1) content (wt%) content (wt%) XRDγ-Fe2O 3 13 100 0 γ-Fe2O 3 α-Fe2O 3 4 100 0 α-Fe2O 3 TR9 730 5 74 93. 3 6.7 Fe 3 O4TR9 930 0 60 93. 2 6.8 Fe 3 O4mL/h) by a microfeeder. ... ofmixed plastic–derived oil. The PVC-containing waste mixed plastic (MX/PVC)–derived oil was prepared by degrading mixed plastics containing PE (33 %), PP (33 %), PS (33 %), and PVC (1%) as a model sample ... elsewhere [32 ]. Toda Kogyo Corporation, Japan, supplied the cata-lysts α-Fe2O 3 [PDC- 03 (2)], γ-Fe2O 3 (TR99701), and iron oxide–carbon compos-ite (TR9 730 5 and TR9 930 0) catalysts used in this...
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INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 1 pot

INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 1 pot

... Interfacial Applications in Environmental Engineer-ing is an invaluable resource for chemists, chemical engineers, environmental scientists/engineers, environmental regulators, and the industrial ... Martinez. Stud. Surf.Sci. Catal. 135 :15-P- 23, 2001.25. B Coq, M Mauvezin, G Delahay, S Kieger. J. Catal. 195:298 30 3, 2000.26. C Sang, CRF Lund. Catal. Lett. 73: 7 3- 7 7, 2001.27. M Mauvezin, ... enhancing N2productionand limiting CO2formation. Valverde et al. continue this theme in Chapter 3 andconsider SCR of NO by propene promoted by Cu-ZSM-5 and Ti-based pillaredclays, in which...
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INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 2 potx

INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 2 potx

... species during 1 cm 3 C 3 H6pulse into the NO/O2flow at 37 3 K. Pulsing C 3 H6caused increases in IRintensities of CH 3 COOϪat 137 0 cmϪ1,Cu2ϩ(NO 3 Ϫ) at 1575 and 16 43 cmϪ1, andC 3 H7–NO2at ... C 3 H6-pulse SCR reactionwhere C 3 H6is pulsed into the NO/O2/He flow. The reaction of NO with O2onCu-ZSM-5 produced chelating nitrate at 37 3 K and bridged nitrate at 623K. Puls-ing ... on Cu-ZSM-5 35 FIG. 8 (a) IR spectra collected and (b) MS profiles during 1 cm 3 C 3 H6pulse into steadyflow of 800 ppm NO/2% O2/He (total flow rate 50 cm 3 /min) at 6 23 K over Cu-ZSM-5.FIG....
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INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 4 pdf

INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 4 pdf

... majority/minority spin configurations. The HOMO is the Π bonding in the majorityspin and the LUMO is the Π antibonding in the minority spin. (b) SO2(singlet, C2v). (c)SO 3 (singlet, C3v).TMCopyright ... bonding of SO 3 toCu(100) was through an η 3 -O,O,O configuration, with the C3vaxis perpendicularto the surface. They again proposed η2-S,O as the most stable binding configura-tion in the ... most stableconfigurations involved dicoordination binding through both η2-S,O and η2-O,Ostructures on the Pt(111) surface but no flat-lying configurations.Our first-principles DFT calculations...
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INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 5 pdf

INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 5 pdf

... gasoline(%) (%) Gasoline C1ϩ C2C 3 ϩ C4Coke (%)0 64.10 40 .31 2.02 13. 72 8.05 63. 1010 63. 83 40.72 1.78 12.88 8.45 63. 2220 64 .31 40.91 2.09 13. 31 8.00 63. 61 30 63. 99 40.67 1.86 13. 26 ... 8.02 11.5 23. 1 Ϫ102Mercaptans 0 .32 0.08 5 .35 0.2 43 95.5 2- and 3- methylthiophene 14.4 43. 6 238 126 47.5Thioethers and disulfides 11.1 3. 72 184 10.7 94.2C2-substituted thiophene 34 .5 30 .6 569 ... 50.4USY/ZnO2/Al2O 3 88.6 31 5.0 80.9 0USY/ZrO2/Al2O 3 84.9 39 2.0 76.2 3. 1USY/MnO2/Al2O 3 91.0 2 73. 5 83. 4 Almost allUSY/CuO2/Al2O 3 86.8 145.5 91.2 Almost allUSY/La2O 3 /Al2O 3 89.4 121.5...
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INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 9 ppsx

INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 9 ppsx

... Logarithmic 29 13 2272 0.9 93 2 .31 0.97 0 .33 2 Logarithmic 133 7 1017 0.996 2 .32 1.22 3. 81 3 Linear 138 7 896 0.978 2.27 0 .37 1. 03 4 Linear 134 8 134 6 0.942 2.14 0.46 2.955 Linear 878 1 035 0.961 1.95 ... fkF(dayϪ1)10 3 ks(dayϪ1)1 Ͼ10 0.0 63 0.09 3. 9 0.086 0.11 3. 22 10 0.159 0.0 43 0.1 0. 135 0.06 1.0 3 6 0.156 0.10 0.8 0.086 0.08 1.94 3 0. 135 0.09 0.4 0.159 0.04 1.45 3 0.198 0. 13 0.02 0.246 ... Prairie Ͼ10 936 4 7.6 25.8 33 2 Coastal area Barren soil 10 1 633 7.4 16.6 22 3 Depression Barren soil 6 646 8.0 8.7 94 Creek Open shrub 3 618 7.4 8.6 85 Arid plateau Shrub steppe 3 387 7.6 9 .3 126...
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INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 10 pptx

INTERFACIAL APPLICATIONS IN ENVIRONMENTAL ENGINEERING - CHAPTER 10 pptx

... Cannon. Carbon 37 :18 43 18 53, 1999. 30 . NA Eltekova, D Berek, I Novak, F Belliardo. Carbon 38 :37 3 37 7, 2000. 31 . B Singh, S Madhusudhanan, V Dubey, R Nath, NBSN Rao. Carbon 34 :32 7 33 0,1996. 32 . C Brasquet, ... Caturla, JM Martin-Martinez, M Molina-Sobio, F Rodriguez-Reinoso, R Torre-grosa. J Colloid Interface Sci 124:528– 534 , 1988. 13. W Fritz, W Merk, E Schluender. Chem Eng Sci 36 :7 43 757, 1981.14. ... theSame Initial Solute Concentration (48 mmol dm 3 )Solubility in waterat 30 3 K UptakeAdsorbate (mmol dm 3 ) (mmol gϪ1)Phenol 871 2.42-Chlorophenol 222 2.5 3- Chlorophenol 202 3. 04-Chlorophenol...
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