The landfill leachate in Hong Kong usually contains quite high NH4+-N conce
ntration, which is well known to inhibit nitrification in biological treatm
ent processes. A common pre-treatment for reducing high strength of ammoniu
m (NH4+-N) is by an air-stripping process. However, there are some operatio
nal problems such as carbonate scaling in the process of stripping. For thi
s reason, some technical alternatives for NH4+-N removal from leachate need
to be studied. In this study, a bench-scale experiment was initiated to in
vestigate the feasibility of selectively precipitating NH4+-N in the leacha
te collected from a local landfill in Hong Kong as magnesium ammonium phosp
hate (MAP). In the experiment, three combinations of chemicals, MgCl2. 6H(2
)O+Na2HPO4. 12H(2)O, MgO + 85% H3PO4, and Ca(H2PO4)(2). H2O + MgSO4. 7H(2)O
, were used with the different stoichiometric ratios to generate the MAP pr
ecipitate effectively. The results indicated that NH4+-N contained in the l
eachate could be quickly reduced from 5618 to 112 mg/l within 15 min, when
MgCl2. 6H(2)O and Na2HPO4. 12H(2)O were applied with a Mg2+:NH4+:PO43- mol
ratio of 1:1:1. The pH range of the minimum MAP solubility was discovered t
o be between 8.5 and 9.0. Attention should be given to the high salinity fo
rmed in the treated leachate by using MgCl2. 6H(2)O and Na2HPO4. 12H(2)O, w
hich may affect microbial activity in the following biological treatment pr
ocesses. The other two combinations of chemicals [MgO+85% H3PO4 and Ca(H2PO
4)(2). H2O + MgSO4. 7H(2)O] could minimise salinity after precipitation, bu
t they were less efficient for NH4+-N removal, compared with MgCl2. 6H(2)O
and Na2HPO4. 12H(2)O. COD had no significant reduction during this precipit
ation. It was found that the sludge of MAP generated was easily settled wit
hin 10 min to reach its solids content up to 27%. The other characteristics
including capillary suction time (CST) and dry density (DD) of the MAP slu
dge were also tested. The experimental results indicate that the settled sl
udge is quite solid and can be directly dumped at a landfill site even with
out any further dewatering treatment. (C) 1999 Elsevier Science Ltd. All ri
ghts reserved.