Chapter 6
Design of Sanitary Sewer Systems
Publication: Gravity Sanitary Sewer Design and Construction
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REFERENCES
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“Model sewer use law.” (Undated). New York State Department of Environmental Conservation, Albany, N.Y.
“Municipal requirements for sewer infiltration.” (1965). Pub. Works, 96(6), 158.
National Technical Information Service (NTIS). (1977). Sewer system evaluation, rehabilitation and new construction—A manual of practice. U.S. Environmental Protection Agency Pub. 600/2-77-017d, NTIS, Springfield, Va.
U.S. Public Health Service (USPHS). (1964). Pollution effects of stormwater and overflows from combined sewer systems. USPHA Pub. No.1246, U.S. Government Printing Office, Washington, D.C.
U.S. Environmental Protection Agency (EPA). (1970). Urban storm runoff and combined sewer overflow pollution. EPA Pub. No.11023, U.S. Government Printing Office, Washington, D.C.
EPA. (1994). Combined sewer overflow control policy. EPA 59 Fed. Reg. 18688, U.S. Government Printing Office, Washington, D.C.
Ramseier, R. E., and Rick, G. C. (1964). “Low pressure air test for sanitary sewers.” J. San. Engrg. Div., Proc. ASCE., 90(SA2), 1.
Ramseier, R. E. (1972). “Testing new sewer pipe installations.” J. Water Poll. Control Fed., 44(4), 557–564.
Reinhart, F. W. (1961). “Long-term working stress of thermoplastic pipe.” Soc. Petroleum Engrs. J., 17(8), 75.
Reissner, E. (1959). “On finite bending of pressurized tubes.” J. Appl. Mech., Trans. ASME, 386–392.
Santry, I. W., Jr. (1964). “Infiltration in sanitary sewers.” J. Water Poll. Control Fed., 36, 1256.
Timoshenko, S. (1948). Strength of materials, D. Van Nostrand Co., New York.
“Uni B-6, recommended practice for low-pressure air testing of installed sanitary sewer pipe.” (1998). Uni-Bell PVC Pipe Association, Dallas, Tex.
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