Conventional and AWT Mixed-Liquor Settling Characteristics-Reference-Cited by-同舟云学术

Conventional and AWT Mixed-Liquor Settling Characteristics

Author:

Mines Richard O.¹²³⁴,Vilagos Jeffrey L.¹²³⁴,Echelberger Wayne F.¹²³⁴,Murphy R. Jerry¹²³⁴

Affiliation:

1. Program Dir., Envir. Engrg., Mercer Univ., 1400 Coleman Ave., Macon, GA 31207.

2. Engr., City of Tampa Water Dept., City Hall Plaza, Tampa, FL 33602.

3. Prof., Univ. of South Florida, Dept. of Civ. and Envir. Engrg., Tampa, FL 33620.

4. Prof., Univ. of South Florida, Dept. of Civ. and Envir. Engrg., Tampa, FL.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Civil and Structural Engineering,Environmental Chemistry,Environmental Engineering

Link

Reference27 articles.

1. Benefield L. D. and Randall C. W. ( 1980). Biological process design for wastewater treatment Prentice-Hall Englewood Cliffs N.J.

2. Biological and chemical systems for nutrient removal . (1998). Water Environment Federation Alexandria Va. 136–156.

3. Box G. E. P. Hunter W. G. and Hunter J. S. ( 1978). Statistics for experimenters Wiley New York.

5. Coe H. S. and Clevenger G. H. ( 1916). “Methods of determining the capacities of slime settling tanks.” Trans. Am. Inst. of Min. Engrs. 55 356.

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