Sanitary Engineering

Peimsylvania Dept, of Health, Heated Discharges—Their Effects on Streams, PubHcation No. 3, Division of Sanitary Engineering, Peimsylvania Dept, of Health, Harrisburg, Pa., 1962. 

J. Arboleda-Valencia, Teoria, Disenoj Controlde los Procesos de Clarification delA.gua, Pan American Center for Sanitary Engineering and Environmental Sciences, Pan American Health Organi2ation, Lima, Pern, 1973. 

As in Europe, air pollution research activity expanded tremendously in the United States during these three decades. The headquarters of federal research activity was at the Robert A. Taft Sanitary Engineering Center of the PHS in Cincinnati, Ohio, during the early years of the period and at the National Environmental Research Center in Triangle Park, North Carolina, at the end of the period. 

Holzworth, G. C., "Some Effects of Air Pollution on Visibility in and Near Cities," Sanitary Engineering Center Technical Report A62-5, Department of Health, Education and Welfare. United States Public Health Service, Cincinnati, OH, 1962. 

The Society of Heating, Air Conditioning and Sanitary Engineers (Japan)... 

Malmqvist, P.-A., 1983. Urban storm water pollutant resources. An analysis of inflows and outflows of nitrogen, phosphorus, lead, zinc, and copper in urban areas, Dissertation Series, Department of Sanitary Engineering, Chalmers University of Technology, Gothenburg, Sweden, ISBN 91-7032-106-X. 

City of Los Angeles, E-mail Message Regarding Lopez Canyon Landfill, from Doug Walters, Sanitary Engineer, Department of Public Works, to Kelly Madalinski, U.S. Environmental Protection Agency, September 25, 2003. 

Pressure-relieving network Sanitary engineering Water distribution... 

McKinney, R.E. and R. J. Ooten (1969), Concepts of complete mixing activated sludge, Transactions of the 19th Sanitary Engineering Conference, University of Kansas, pp. 32-59. 

Stoyer, R.L. (1970), The pressure pipe wastewater treatment system. Presented at the 2nd Annual Sanitary Engineering Research Laboratory Workshop on Wastewater Reclamation and Reuse, Tahoe City, CA. 

American Society of Sanitary Engineering, Performance Requirements for Thermal Expansion Relief Valve. American Society of Sanitary Engineering, Bay Village, OH, 1990. 

Many of these enclosures are designed to meet certain standards. For example, the American Society of Sanitary Engineers (ASSE) has developed Standard 1060, Performance Requirements for Outdoor Enclosures for Backflow Prevention Assemblies. If an enclosure will be used to house a backflow preventer, this standard specifies the acceptable construction materials for the enclosure, as well as the performance requirements that the enclosure should meet, including specifications for freeze protection, drainage, air inlets, access for maintenance, and hinge requirements. ASSE 1060 also states that the enclosure should be lockable to enhance security. 

D. Schneider, Construction of a high performance reactor. Ultrasound in Environmental Engineering, A. Tiehm and U. Neis (eds.), TU Hamburg-Harburg Reports on Sanitary Engineering, 1999, 25, 101-121. 

Brandt, C. S., and U. Holzel. Problems of the Recognition and Evaluation of the Effects of Gaseous Air Impurities on Vegetation. Robert A. Taft Sanitary Engineering Center Technical Report A61-37. Cincinnati U.S. Department of Health, Education, and Welfare, 1%1. 

Institute for Sanitary Engineering University of Stuttgart Bandtale 2 70569 Stuttgart Germany... 

Sharpe, C. A. 1982, California Dept. Health Services, Sanitary Engineering Section, 75 pp. 

Buswell JA. 1975. Metabolism of phenol and cresol by Bacillus stearothermophilus. J Bacteriol 124 1077-1083.Buzzell JC Jr., Young RHF, Ryckman DW. 1968. Behavior of organic chemicalsin the aquatic environment. Part II. -- Behavior in dilute systems. St.Louis, MO Environmental Sanitary Engineering Laboratories, WashingtonUniversity, 81. 

American Society of Civil Engineers, American Water Works Association, and Conference of State Sanitary Engineers, Water Treatment Plant Design, American WaterWorks Association, Inc., New York, 1969, p. 297. 

Paul L. Costa is a sanitary engineer, Bureau of Sanitation, City of Los Angeles, Los Angeles, California. 

Experimental Data. To provide a reference list of ZPC s for complex oxide minerals and coprecipitates and to obtain examples for studying the predictive usefulness of Equation 18, experimental data were collected. Owing to the diversity of observations from which ZPC s can be inferred, sources included the literature of colloid and soil science, sanitary engineering, and mineral engineering, especially froth flotation. A thorough search would require screening by mineral species as well as by topic and therefore was judged unwarranted. 

Bond, C.E., R.H. Lewis, and J.L. Fryer (1959). Toxicity of various herbicidal materials to fishes. In R.A. Taft, ed. Transactions of the Second Seminar in Biological Problems in Water Pollution, Vol. W60-3. Cincinnati, OH Sanitary Engineering Center, Technical Report, pp. 96-101. 

The above equation applies to values of dH between 0.1 and 3 mm and contains no term for porosity. His formula has found wide acceptance among sanitary engineers ever since its publication. It is of historical interest because it represents the first attempt to recognize the importance of particle-size and to give a reasonably satisfactory method for its representation. 

Sanitary Engineering and Environmental Sciences, Lima, Peru)... 

Institute for Sanitary Engineering, Water Quality and Waste Management, University of Stuttgart (Germany), E. Thomanetz descriptions and photographs of photoreactors, and treatment examples. 

Nicholson, H. P., Proceedings of Third Seminar on Biological Problems in Water Pollution, Robert A. Taft Sanitary Engineering Center, Cincinnati, Ohio, 1962. 

The authors are indebted to D. I. Mount, Fisheries Research Biologist, R. A. Taft Sanitary Engineering Center, who provided the laboratory-exposed fish used in this study. 

The 0,0-diethyl-o-p-nitrophenyl phosphorothioate (parathion) was obtained from the American Cyanamid Co., and the 1-naphthyl-N-methyl-carbamate (Sevin) was obtained from the R. A. Taft Sanitary Engineering Center, U. S. Public Health Service. The Dow Chemical Co. provided... 

K. Nickel, Ultrasound in Environmental Engineering, TUHH Reports on Sanitary Engineering, 25 (1999) 217. 

Rich, L. G. (1963). Unit Process of Sanitary Engineering. John Wiley Sons, New York. 

GomoUca, E. and B. Gomolka (1991). Application of disk aerators to recarbonation of alkahne wastewater from wet gasification of carbide. Water Science Technol. Advanced Waste-water Treatment and Reclamation, Proc. lAWPRC Conf, Sep. 25-27, 1989, 24, 7, 277-284. Polish Soc. of Sanitary Engineers. 

Rich, G. (1963). Unit Process of Sanitary Engineering. John Wiley Sons, New York. Robinson, R. B. (1990). Sequestering Methods of Iron and Manganese Treatment. Am. Water Works Assoc. Denver. 

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