Ammonia is one of the most important parameters to be considered in the treatment of domestic and industrial wastewater. If the ammonia discharged to receiver media (river, lake, and sea) is not treated, it may cause environmental problems. The present study examines the impact of pH, airflow rate, initial ammonia concentration, and temperature on ammonia stripping by using air stripping with a gas-liquid contactor. In the system operated in batch mode, the operations were conducted with fixed pH throughout the stripping period (360 min.) and the optimum pH level was determined to be 11. It was shown that high airflow rate and temperature have significant effects on ammonia stripping efficiency and overall volumetric mass transfer coefficient ( ). When removing ammonia by altering the initial ammonia concentration, no significant changes were observed in ammonia stripping efficiency and . With pH of 11, initial ammonia concentration of 100 mg/L, airflow rate of 20 L/min, and temperature of 55 C, it was determined that removal of ammonia took approximately 90 min. and the highest overall volumetric mass transfer coefficient for this setting was found to be 0.0462 min -1 . Amonyak, evsel ve endstriyel atksularn artlmasnda giderilmesi gereken en nemli parametrelerden biridir. Alc ortamlara (nehir, gl ve deniz) dearj edilen amonyak artlmazsa evresel problemlere neden olabilir. Bu alma kapsamnda bir gaz-sv kontaktr kullanlarak hava syrma ile amonyak giderimi zerine pH, hava debisi, scaklk ve balang amonyak konsantrasyonunun etkisi aratrlmtr. Kesikli iletilen sistemde syrma sresi boyunca (360 dk.) sabit pH deerlerinde allm ve optimum pH deeri 11 olarak belirlenmitir. Yksek hava debisi ve scakln amonyan giderim verimlilii ve genel hacimsel ktle transfer katsays ( ) zerinde nemli etkilere sahip olduu gsterilmitir. Balang amonyak konsantrasyonunun deitirilmesiyle amonyak gideriminde ve zerinde dikkat ekici bir deiim gzlenmemitir. pH 11, balang amonyak konsantrasyonu 100 mg/L, hava debisi 20 L/dk. ve 55 C'de amonyan tamamen giderilmesi iin yaklak 90 dk. gerekli olduu belirlenmi ve en yksek genel hacimsel ktle transfer katsays bu iletme deerlerinde 0.0462 dk -1 olarak belirlenmitir.