Table B.2 – Environmental Project No. 1295 2009 – Model assessment of reductive dechlorination as a remediation technology for contaminant sources in fractured clay: Modeling tool

Model assessment of reductive dechlorination as a remediation technology for contaminant sources in fractured clay: Modeling tool

Table B.2 - Reported values of inhibition coefficients

Competitive inhibition coefficient in µmol.L^-1
	Christ 2007	Chu 2004	Cupples 2004a	Cupples 2004b				Friis 2007	Garant 1998	Lee 2004	Yu 2004^b		Yu 2005^b
Culture	Victoria, TX^a	-	Bacterium VS	VS mixed	VS highly enriched	KB-1/VC	Pinellas	KB-1^TM	c	Victoria, TX	PM	EM	PM	EM
K,i_PCE	0.2	912	-	-	-	-	-	-	70.7	0.2	3.86	1.63	3.9	1.6
K,i_TCE	no inhib	724	-	8.6	6.8	10	10.5	11	17.4	0.05	2.76	1.8	2.8	1.8
K,i_DCE	2.6	600	3.6	3.6	3.6	3.6	3.6	2.2	11.9	3.3	1.9	1.76	1.9	1.8
K,i_VC	250	-	7.8	7.8	7.8	7.8	7.8	no inhib	383	2.6	602	62.6	602	62.6

a from [Lee et al., 2004]

b inhibition constants are equal to half-velocity constants

c from [Tandoi et al., 1994]