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Wastewater engineering

Metcalf Eddy, revised by Tchobanoglous, G., and Burton, F. L., Wastewater Engineering Treatment, Disposal and Reuse, 3d ed., McGraw-Hill, 1991. [Pg.320]

Metcalf and Eddy, Wastewater Engineering Treatment Disposal Reuse, 2nd ed., 1979. [Pg.343]

Metcalf, Eddy, Inc., Wastewater Engineering Collection, Treatment, and Disposal, McGraw-HiU Book Company, New York, 1972. [Pg.229]

Wastewater Engineering, 2nd ed., McGraw-Hill Book Co., New York, 1979, Chapt. 11. [Pg.28]

Metcalf Eddy (2003) Wastewater engineering treatment and reuse, 4th edn. McGraw-Hill, New York... [Pg.125]

Tchobanoglous, G., Burton, F.L., Stensel, H.D., and Metcalf Eddy, Wastewater Engineering Treatment Disposal Reuse, 4th ed., McGraw-Hill, Dubuque, IA, 2002. [Pg.1249]

Tchobanoglous G and Burton FL (1991) Metcalf Eddy Wastewater Engineering - Treatment, Disposal and Reuse, McGraw-Hill. [Pg.623]

Metcalf and Eddy, Inc. (1991), Wastewater Engineering — Treatment, Disposal and Reuse, 3rd edition revised by G. Tchobanoglous and F. L. Burton, McGraw-Hill, Inc., New York, p. 1334. Nielsen, P.H. and T. Hvitved-Jacobsen (1988), Effect of sulfate and organic matter on the hydrogen sulfide formation in biofilms of filled sanitary sewers, J. Water Pol. Contr. Fed., 60(5), 627-634. [Pg.64]

Tchobanoglous, G. (ed.) (1981), Occurrence, effect and control of the biological transformations in sewers. Chapter 7 in Metcalf and Eddy, Inc., Wastewater Engineering Collection and Pumping of Wastewater, McGraw-Hill, New York, pp. 232-268. [Pg.168]

EPA. 1986e. Toxic and priority organics in municipal sludge land treatment systems. Cincinnati, OH Washington, DC U.S. Environmental Protection Agency, Office of Research and Development, Wastewater Engineering Research Laboratory. EPA/600/2-86/010. [Pg.118]

Wastewater Engineers, Inc. Case histories in wastewater recycling. Environ. Technol. 1999, 9 (7), 24-26. [Pg.132]

ATMOSPHERIC SULFUR DEPOSITION—David S. Shriner SYNTHETIC FOSSIL FUEL TECHNOLOGY—K. E. Cowser PLASTIC-PACKED TRICKLING FILTERS—Erik Sarner SLUDGE—HEALTH RISKS OF LAND APPLICATION—Gabriel Bitton WASTEWATER ENGINEERING DESIGN FOR UNSEWERED AREAS— Rein Laak... [Pg.348]

Further Reading Eckenfelder, W. W., Industrial Water Pollution Control, 2d ed., McGraw-Hill, 1989. Metcalf Eddy, Inc., Wastewater Engineering, Treatment, Disposal and Reuse, 3d ed., McGraw-Hill, 1990. Nemerow, N. L. and A. Dasgupta, Industrial and Hazardous Waste Treatment, Van Nostrand... [Pg.58]

Metcalf Eddy. Wastewater Engineering. Treatment and Reuse4, McGraw Hill New York, 2003. [Pg.295]

Kreyszig, E. (1979). Advanced Engineering Mathematics. John Wiley Sons, New York. Metcalf Eddy, Inc. (1991). Wastewater Engineering Treatment, Disposal, and Reuse. McGraw-Hill, New York, 375. [Pg.93]

Direct inflow is important in sizing wastewater engineering structures. This occurs immediately after rainfall and can be determined if the hydrograph of the flow had been recorded. The procedure for determining inflow is as follows the hydrograph on the times immediately preceding the occurrence of rainfall is extended. [Pg.133]

Int. Conf. on the Sewer as a Physical, Chemical and Biological Reactor, May 25-28, Aalborg, Denmark, 37, 1, 243-250. Elsevier Science Ltd., Exeter, England. McCaffery, S., J. L. Elliott, and D. B. Ingham (1998). Two-dimensional enhanced sedimentation in inclined fracture channels. Mathematical Eng. Industry. 7, 1, 97-125. Metcalf Eddy, Inc. (1991). Wastewater Engineering Treatment, Disposal, and Reuse. McGraw-Hill, New York, 37. [Pg.307]


See other pages where Wastewater engineering is mentioned: [Pg.225]    [Pg.228]    [Pg.289]    [Pg.304]    [Pg.2208]    [Pg.9]    [Pg.159]    [Pg.162]    [Pg.162]    [Pg.165]   
See also in sourсe #XX -- [ Pg.371 , Pg.372 ]




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