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The residual of recalcitrant compounds such as high molecular-weight degradation
Products of lignin. The resultant sludges may be rather difficult to dewater and
Are rich in inorganic material; thus, their combustion without additional fuel is
Difficult. The tertiary treatment is mainly used to remove excess nutrients such as
phosphorus [2], but it can also reduce higher levels of COD and AOX. In the Tasmanian
guidelines, the tertiary treatment is not considered to be AMT [3].
For the production of kraft pulp, the European Commission describes the BAT
For the discharge of water, with the emission data summarized in Tab. 10.2.
The biological degradation of the organic material – carbon – requires in addition
Trace elements and ammonia, as well as phosphate. These nutrients are typically
Not available in a suitable ratio in pulp mill effluents, and must be added.
Likewise, their levels must be controlled in order to avoid eutropic conditions in
The receiving waters.
Tab. 10.2 Best available technology (BAT) emission levels to the
aquatic environment for bleached kraft pulp [2].
Water flow
[m3 adt–1]
COD
[kg adt–1]
BOD
[kg adt–1]
TSS
[kg adt–1]
AOX
[kg adt–1]
Total N
[kg adt–1]
Total P
[kg adt–1]
30–50 8–23 0.3–1.5 0.6–1.5 <0.25 0.1–0.25 0.01–0.03
TSS = total suspended solids.
BOD5 = biological oxygen demand (5 days).
COD = chemical oxygen demand.
AOX = absorbable halogenated compounds.
Environmental Aspects of Pulp Production
The Tasmanian mill guidelines exclude any discharge of effluent to a river. It is
Obviously assumed that rapid dilution of the effluent with sea water reduces the
Environmental impact. This limits the potential sites for a pulp mill to the coastline.
The data listed in Tab. 10.3 show the comparability of the emission limits
With the values described by the European Commission.
Tab. 10.3 Selected emission limits to the marine environment
Described in 2004 for a potential pulp mill in Tasmania using
“accepted modern technology” (AMT) [3].
Parameter Unit Monthly average maximum Daily maximum
TSS kg adt–1 2.6 4.5
BOD5 kg adt–1 2.1 3.6
COD kg adt–1 20 34
AOX kg adt–1 0.2 0.4
In North America, effluent color is a parameter which must be monitored.
Color is more of aesthetic value than a parameter of toxicity. The presence of small
Amounts of humic acids represent a natural source for the brown color of water.
However, in the past black liquor spills and the extraction stage effluent following
A chlorination stage may have been responsible for the dark brown color of a pulp
mill’s effluent. Therefore, color still can be an effluent control parameter, and is
Analyzed in color units (CU) using different dilutions of a mixture of a platinum
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Deal with these problems. Brownstock washing following an oxygen delignification | | | Complex and a cobalt salt. |