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61 Answer 1 Separation and Identification of Ions 1 1 For example 1 2 For example 62 1 3 1 BY2 B 2 2 Y Ksp S 1 2S1 2 3 20 10 8 S1 2S1 4S1 3 3 20 10 8 S 1 solubility of BY2 2 0 10 3 M 1 3 2 CY2 C 2 2 Y Ksp S 2 2S2 2 2 56 10 13 S2 2S2 4S2 3 2 56 10 13 S 2 solubility of CY2 4 0 10 5 M 1 4 1 Plot of Absorbance A vs Volume VL of L added as follows From the volume of L at Break point B all B 2 ions form complex with L in the plot n can be calculated n 1 of moles of L of moles of B 2 5 1 mL 1 0 10 2 2 0 mL 8 2 10 3 3 It means that B 2 forms BL 3 2 complex with L 1 4 2 1 Calculation of Molar Absorption Coefficient At Break point A 0 66 1 concentration of BL3 2 And 0 66 2 0 mL 8 2 10 3 50 mL 2 01 103 2 Choose a point in the curve of the plot for example At Point P 2 0 mL of L added A 0 26 A 0 26 1 BL3 2 63 BL3 2 0 26 0 26 2 01 103 1 29 10 4 M B 2 2 0 mL 8 2 10 3 50 mL 1 29 10 4 M 50 mL B 2 1 99 10 4 M L 2 0 mL 1 0 10 2 3 50 mL 1 29 10 4 M 50 mL L 1 3 10 5 M Calculation of formation constant So Kf BL3 2 B2 L 3 1 29 10 4 1 99 10 4 1 3 10 5 3 Kf 8 74 10 11 1 5 1 For CY2 Ksp C 2 Y 2 2 56 10 13 Y 2 56 10 13 0 05 1 2 2 26 10 6 M When CY 2 begins to form For BY2 Ksp B 2 Y 2 3 20 10 8 Y 3 20 10 8 0 05 1 2 5 66 10 4 M When BY 2 begins to form CY2 forms first 1 5 2 The precipitation of C 2 as CY 2 considered to be completed at C 2 10 6 M Thus Ksp C 2 Y 2 2 56 10 13 and Y 2 56 10 13 10 6 1 2 5 06 10 4 M It means that Y 5 06 10 4 M when CY 2 precipitates completely When Y 5 06 10 4 M for BY 2 B 2 Y 2 0 1 5 06 10 4 2 2 56 10 8 Ksp of BY 2 3 20 10 8 BY2 ppt can not be formed at Y 5 06 10 4 M and B2 0 1 M when CY2 precipitates completely It means that it is possible to separate B 2 and C2 ions by precipitation method with Y as a precipitating agent 64 Answer 2 Preparation and Applications of Radioisotopes 2 1 2 2 1 A N Ao N o and N No e t A Ao N No e t and A Ao e t 2 2 2 N No e t If N 1 2 No t t1 2 then 1 2 No No e t1 2 2 303 log 0 5 t1 2 0 693 t1 2 For C 14 0 693 5730 1 2 x 10 4 Also A Ao e t 10 2 16 5 e 1 2 x 10 4t and t 4008 years 2 3 1 A Rp Rd N N e t N 1 e t and 0 693 14 3 x 24 x 60 x 60 5 61 x 10 7 N 10 x 10 3 98 x 6 x 1023 6 12 x 1019 A N 1 e t 6 12 x 1019 1 00 x 1013 0 9 x 10 24 1 e 5 61 x 10 7x60 x60 and A 1 11 x 10 6 cps 1 11 x 106 3 7 x 1010 Ci 3 x 10 5 Ci 0 03 mCi 2 3 2 Total amount of P 32 is constant after and before the injection 65 so Vo Ao Vx Ax V volume A Activity x for pool water 2 0 x 1 0 Vx 12 4 3 7 x 10 10 and Vx pool water 5 97 x 10 9 mL 5 97 x 106 L Answer 3 Ion Exchangers 3 1 1 2 RNa Ca 2 R 2Ca 2 Na or 2 RNa CaCl2 R 2Ca 2NaCl 3 1 2 a The tap water contains trace HCl after the adsorption of Ca 2 by the ion exchanger R H and the chemical equation of the adsorption is 2 RH Ca 2 R 2Ca 2H or 2 RH CaCl2 R 2Ca 2HCl 3 1 2 b RNa is suitable for drinking purpose Because the product of the adsorption of Ca2 by RNa is Na or NaCl while the product is H or HCl after the adsorption of Ca2 by RH 3 2 1 The removal of H can be achieved by using the anionic ion exchanger R OH with the equation ROH HCl R Cl H 2O 3 2 2 Firstly the anionic ion exchanger R OH is used to adsorb the SO 4 2 ion with the equation 2 ROH SO4 2 R 2SO4 2 2 OH Secondly a standard solution of HCl can be used for the titration of the OH in the solution after adsorption of SO4 2 by the anionic ion exchanger R OH H OH H 2O Acid Base Titration 3 3 RH M RM H Kc RM H M RH 3 3 1 Kd RM M 3 3 2 S RM RH 10 3 3 3 3 We substitute Equations 3 3 1 and 3 3 2 into Equation 3 3 3 and obtain 66 S Kd M RM H Kc M 10 3 Kd M Kd M H Kc M 10 3 Kd M Kd H Kc 10 3 S Kc 10 3 Kd Kc M Kd H 1 Kd M S 10 3 H S Kc 103 3 3 4 3 4 1 N1 16 t1 1 2 16 10 1 0 2 1600 N2 16 t2 2 2 16 14 1 5 2 1394 N N1 N2 2 1600 1394 2 1497 3 4 2 H L N 30 1497 0 021 cm 3 4 3 R 2 t2 t1 1 2 2 14 10 1 0 1 5 3 2 3 4 4 t2 t0 t1 t0 14 1 10 1 1 44 3 5 1 Z Na Ca2 Z Ca2 Na 3 5 2 Z Na K Z K Na Answer 4 Determination of Calcium Ion by Precipitation Followed by Redox Titration 4 1 NH2 2CO H2O CO2 2NH3 4 2 titration reaction 5 H2C2O4 2 MnO4 6 H 10 CO2 2 Mn 2 8 H 2O Ca 2 2 5 x 10 3 M x 0 02741 L x 2 5 0 025 L 6 85 x 10 3 M 4 3 Mass balance Ca 2 C 2O4 2 HC 2O4 H 2C2O4 67 C2O4 2 1 H K 2 H 2 K 1K2 C2O4 2 Ca2 1 H K 2 H 2 K 1K2 1 Substituting 1 into Ca 2 C 2O4 2 K sp Ca 2 1 92 x 10 4 M 4 4 CCa Ca 2 CaC 2O4 aq Ca C2O4 2 2 Ksp 1 2 42 OC Kf1 Kf1 Kf2 C2O4 2 2 42 OCd dCCa 0 Ksp 2 2 42 1 OC Ksp Kf1 Kf2 C2O4 2 1 0 x 10 2 M Ca 2 K sp C2O4 2 1 3 x 10 6 M 4 5 Charge balance 2 Ca 2 H 2 C 2O4 2 HC 2O4 OH 1 Mass balance Ca 2 C 2O4 2 HC 2O4 H 2C2O4 2 Because Kb2 is too small H2C2O4 can be neglected Comparing 1 2 HC2O4 K w H H 3 C2O4 2 K 2 Kw H 2 K 2 4 Ca 2 K sp C2O4 2 K sp H 2 K 2Kw K2 H 2 5 Substituting 3 4 5 into 2 K2 H 5 K 2 2 K sp H 4 2 K 2 Kw H 3 2 K 2 2 K w H 2 K 2 Kw 2 H K 2 2 K w 2 0 Solving H H 5 5x10 8 M or pH 7 26 Substituting H into 5 Ca2 1 04 x 10 4 M 68 Answer 5 Nitrogen in Wastewater 5 1 1 NH4 5 1 2 NH3 5 1 3 H3BO3 NH3 NH4 H2BO3 5 1 4 H2BO3 H3O H 3BO3 H2O 5 1 5 Methyl orange At the equivalence point the solution contains boric acid and ammonium ion therefore an indicator with an acid
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