Multipurpose filters with ion-exchanger for the equalization of ammonia peeks

被引:23
作者
Oldenburg, M
Sekoulov, I
机构
[1] Technical University of Hamburg-Harburg, Arbeitsbereich Gewässerreinigungstechnik, Hamburg, D-21073
关键词
ammonia peak-loadings; filtration; ion-exchanger; nitrification; zeolites;
D O I
10.1016/0273-1223(96)00065-0
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this study the use of zeolites as ion-exchangers for equalization of ammonia peak loadings in aerated biological activated filters was investigated For this use zeolites were mixed with a filter medium and the nitrifying filter was loaded with ammonia peaks for two hours at different flow rates. It could be demonstrated that during the phase of higher inflow concentrations the zeolite was collecting ammonia. When the influent concentration decreased ammonia was desorbed from the zeolite and could be nitrified by the bacteria growing on the biter medium. It was shown that additional zeolites can equalize variations of ammonia, especially in filter units which are working at a high nitrification rate and which are very sensitive to varying influent conditions. During the operation time of the filter no separation of the zeolite by higher hydraulic loading or by backwashing could be recognized. So the upgrading of nitrifying filters with zeolite represents an additional security for effluents containing oscillating ammonia concentrations.
引用
收藏
页码:199 / 206
页数:8
相关论文
共 9 条
[1]   POST EQUALIZATION OF AMMONIA PEAKS [J].
BELERBAYKAL, B ;
OLDENBURG, M ;
SEKOULOV, I .
WATER RESEARCH, 1994, 28 (09) :2039-2042
[2]  
CZARAN E, 1988, Nuclear and Chemical Waste Management, V8, P107, DOI 10.1016/0191-815X(88)90069-1
[3]  
GRADEV G, 1993, 4 C OCC PROP UT NAT
[4]   EQUILIBRIUM AND CAPACITY DATA OF CLINOPTILOLITE [J].
JORGENSEN, SE ;
LIBOR, O ;
BARKACS, K ;
KUNA, L .
WATER RESEARCH, 1979, 13 (02) :159-165
[5]  
KOON JH, 1975, J WATER POLLUT CON F, V47, P448
[6]  
SEKOULOV I, 1993, EUR FILTR C OOST
[7]  
*US EPA, 1971, 17080 EPA DAR
[8]  
WITTE H, 1992, AWT ABWASSERTECHNIK, P56
[9]  
WITTE H, 1992, KORRESPONDENZ ABWASS, P1612