An evaluation of the performance of primary clarifiers at the Regina Wastewater Treatment Plant

International Journal of Environmental Studies

Volumn 51, Issue 2, 1996, Pages 147-158

  Viraraghavan, T ^a   Yeung, W ^a   Burland, S ^a  

^a UNIVERSITY OF REGINA   (Canada)

Author keywords

BOD; Clarifier; Overflow rate; Suspended solids; Wastewater treatment

Indexed keywords

BIOCHEMICAL OXYGEN DEMAND; CHEMICALS REMOVAL (WATER TREATMENT); CLARIFIERS; MATHEMATICAL MODELS; OXYGEN;

SUSPENDED SOLIDS (SS);

WASTEWATER TREATMENT;

EID: 0030483618     PISSN: 00207233     EISSN: None     Source Type: Journal    
DOI: 10.1080/00207239608711076     Document Type: Review

References (4)

1. Water Pollution Control Federation, Sewage Treatment Plant Design. Manual of Practice No. 8, Washington, DC.
2. R Smith, "Preliminary design of wastewater treatment systems." Journal of Sanitary Engineering Division, 95, SAO, 117-145 (1969).
3. T H. Y. Tebbutt and D. G. Christoulas. "Performance relationships for primary sedimentation." Water Research, 9, 347-356 (1975).
4. Stanley Associates Engineering Limited. Regina Sewage Treatment Plant Expansion Study. Regina, Saskatchewan (1987).