(a) Water flows over soil rich in Manganese (11) locate (Mn (10.):), and it is saturated with this mineral, after which it flows over soils rich in Silver() carbonate (Ag: CO.) and again is saturated with this mineral. Given the following Ksp values, Kp(tn(10,),) = 4.37 x 10, Kap(A, co,) = 8.46 x 10-, Kp(Maco) = 224 x 10- and Kptato,) = 3.17 x 10: (i) Will a precipitate of Manganese (II) carbonate be formed? (i) Will a precipitate of silver (I) iodate be formed?

 (b) Given that a sewage treatment plant has 1.00 mole per liter total nitrogen and that the allowable discharge level is 0.02moles/L total nitrogen and that the equilibrium constant for ammonia to ammonium equation, K - 1.82x10: (i) What pH will give 98.70% removal rate? (i) Will this meet the discharge limit? 

(c) Given that using the ammonium acetate method NH - N) in the extractant is 250mg/L and NH N in the blank is 15 mg/L; calculate the CEC for the soil.

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(a) Water flows over soil rich in Manganese (11) lodate (Mn (10.):), and it is saturated with this mineral, after which it flows over soils rich in Silver() carbonate (Ag:CO.) and again is saturated with this mineral. Given the following Ksp values, Kp(tn(10,),) = 4.37 x 10, Kap(A, co,) = 8.46 x 10-, Kp(Maco) = 224 x 10- and Kptato,) = 3.17 x 10: (i) Will a precipitate of Manganese (II) carbonate be formed? (i) Will a precipitate of Silver (I) iodate be formed? (b) Given that a sewage treatment plant has 1.00 mole per litre total nitrogen and that the allowable discharge level is 0.02moles/L total nitrogen and that the equilibrium constant for ammonia to ammonium equation, K - 1.82x10: (i) What pH will give 98.70% removal rate? (i) Will this meet the discharge limit? (c) Given that using the ammonium acetate method NH - N) in the extractant is 250mg/L and NH N in the blank is 15 mg/L; calculate the CEC for the soil. (a) Water flows over soil rich in Manganese (11) lodate (Mn (10.):), and it is saturated with this mineral, after which it flows over soils rich in Silver() carbonate (Ag:CO.) and again is saturated with this mineral. Given the following Ksp values, Kp(tn(10,),) = 4.37 x 10, Kap(A, co,) = 8.46 x 10-, Kp(Maco) = 224 x 10- and Kptato,) = 3.17 x 10: (i) Will a precipitate of Manganese (II) carbonate be formed? (i) Will a precipitate of Silver (I) iodate be formed? (b) Given that a sewage treatment plant has 1.00 mole per litre total nitrogen and that the allowable discharge level is 0.02moles/L total nitrogen and that the equilibrium constant for ammonia to ammonium equation, K - 1.82x10: (i) What pH will give 98.70% removal rate? (i) Will this meet the discharge limit? (c) Given that using the ammonium acetate method NH - N) in the extractant is 250mg/L and NH N in the blank is 15 mg/L; calculate the CEC for the soil.