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Please be aware that this old REACH registration data factsheet is no longer maintained; it remains frozen as of 19th May 2023.

The new ECHA CHEM database has been released by ECHA, and it now contains all REACH registration data. There are more details on the transition of ECHA's published data to ECHA CHEM here.

Diss Factsheets

Environmental fate & pathways

Endpoint summary

Administrative data

Description of key information

Additional information

Four types of waste sludge were collected from a drinking water treatment plant (waterworks sludge; WS), sewage treatment plant (sewage

sludge; SS), anaerobic digestion (digested sludge; DS) and landfill site (landfill sludge; LS). These sludges were evaluated as biosorbents for the

removal of Reactive Orange 16 (RO 16). The maximum sorption capacities of the four waste sludges estimated using the Langmuir equation at pH

2 were in order LS (159.0±6.0 mg g−1) > SS (114.7±4.7 mg g−1) >DS (86.8±4.5 mg g−1) >WS (47.0±5.8 mg g−1). However, the desorption efficiency of LS was insufficient (43.2%) compared with that of SS (90.0%), indicating that the SS has the potential to be regenerated as a biosorbent.

From the potentiometric titration and FTIR study, the binding sites present in the SS were considered to be protonated amine groups (–NH3+) , which play a role in the electrostatic interaction with the negatively charged sulfonate groups of RO 16.

In addition, a soprtion study was performed using the HPLC method as described in the European Commission Regulation (EC) No. 440/2008. The adsorption coefficient (log Koc) determind in this test was < 1.25.

The sorption effect of dyes is predominately governed by the protonated amine groups (–NH3 +) , which have an electrostatic interaction with the negatively charged sulfonate groups of Reactive Orange 16.

One test is available on similar substance 2 and the adsorption coefficient of the test item was found to be: log KOC    < 1.25.