Title of article :
Solidification/Stabilization of Heavy Metals from Air Heater Washing Wastewater Treatment in Thermal Power Plants
Author/Authors :
Amini، H.R نويسنده Department of Civil and Environmental, Engineering,University of florida, orlando, FL, USA , , Saeedi، M نويسنده Department of Hydraulics & Environment, College of Civil Engineering, Iran University of Science & Technology, Tehran, Iran , , Baghvand، A نويسنده Faculty of Environment, University of Tehran, Tehran, Iran ,
Issue Information :
فصلنامه با شماره پیاپی سال 2008
Abstract :
In the present investigation, for the first time in Iran, dewatered sludge waste from air
heater washing wastewater treatment of a thermal power plant was subjected to investigation of the
cement base stabilization and solidification experiments in order to reduce the mobility of heavy and
other hazardous metals as well as increasing the compressive strength of the solidified product for
possible reuse of the waste. The solidification was done with two cement based mix designs with
different waste/cement ratio is different samples. The results of leaching test on the solidified
samples revealed that regarding the sand-cement mixture even with 25% waste/cement ratio, the
leaching of heavy metals has completely been controlled up to 95%. In cement stabilization process
the leaching of V, Ni, Zn and Cr could be decreased from 314.1, 209.1, 24.8 and 5.5 mg/L respectively
in the raw waste to 6, 32.1, 3.6 and 3.6 mg/L in a mixture with 20% waste/cement ratio. During
stabilization with cement-sand, the TCLP leachate contents of mentioned metals have been decreased
to 4.2, 16.2, 2.5 and 2.2 mg/L with waste/cement ratio of 20%. X-ray diffraction studies showed that
portlandite, calcite, lime, larnite and quartz have been shaped during the stabilization process. The
compressive strength test results revealed that in both mixture samples, decreasing the compressive
strength with increasing the amount of waste content in the mixture occurs. In sand-cement solidified
samples with waste/cement ratio 25% and in cement solidified samples with waste/cement ratio 20%,
a 40% decrease occurs in the compressive strength in comparison with the waste free mixtures.
Journal title :
International Journal of Environmental Research(IJER)
Journal title :
International Journal of Environmental Research(IJER)