English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Plus monthly

Global: Zendy Tools annual

Global: Zendy Tools monthly

Global: Zendy Free Plan

Runoff from three southwest British Columbia (B.C.), Canada (Sunshine Coast), log sort yards was characterized to determine the colloidal and particulate fraction structures and the distribution of organic and metal constituents. Runoff from these sites, resulting from rainfall and on-site sprinkling, contains suspended and colloidal particles that are largely organic. At one log sort yard, the runoff receives primary treatment in a lagoon, whereas at the other sites, at the time of the study, runoff was directly discharged into the aquatic environment. The fresh runoff contained a high strength of organic compounds as determined by chemical oxygen demand (COD) analyses, which ranged from 346 to 3690 mg L -1 . For a rainfallgenerated runoff sample, particulates (particles greater than 1-2 pm) contributed up to 52% of the total COD and colloids (particles between 20 nm and 1-2 pm) 39%. Following primary treatment in the lagoon, organic compounds present were mostly colloidal. In both samples (fresh and primary-treated) zinc and aluminum concentrations exceeded the B.C. Approved Water Quality Guidelines. Primary treatment experiments revealed that 27 to 54% of the COD could be removed by settling, depending on the initial concentration. An additional 33% of COD was removed, probably due to biological degradation during the settling time. Chemical oxygen demands of the final treated effluents remained relatively high (378-533 mg L -1 ) showing that not all the suspended material could be removed through settling and biodegradation and that other treatments are required.

Characterization of Particles in Fresh and Primary-Treated Log Sort Yard Runoff