Chapter
Aug 30, 2024

Working with Combined Sewers: Geometric and Hydraulic Elements of Egg-Shaped Sewers

ABSTRACT

Wastewater professionals working with combined sewers often encounter a variety of non-circular sewer cross sections, including egg-shaped sewers. Equations are developed here to calculate the wetted area, wetted perimeter, and surface width for egg-shaped sewers flowing partially full and support a variety of hydraulic calculations. These equations supplant traditional graphical approaches using geometric and hydraulic element curves in favor of equations better suited to Smart Sewer applications. The equations are validated and provided a concise reference for those working with egg-shaped sewers in combined sewer systems.

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REFERENCES

Beard, R. S. (1915). “Comparing Sewer Sections,” Engineering Record, Volume 72, Number 20, pp. 608–610.
Binnie, G. M. (1981). Early Victorian Water Engineers. Thomas Telford, London.
Butler, D., and Davies, J. W. (2000). Urban Drainage. E & FN Spon, London.
Enfinger, K. L., and Mitchell, P. S. (2010). “Scattergraph Principles and Practice – Evaluating Self-Cleansing in Existing Sewers Using the Tractive Force Method,” Proceedings of the World Environmental & Water Resources Congress 2010: Providence, RI; American Society of Civil Engineers: Reston, VA.
Hydraulics Research – Walingford. (1990). Tables for the Hydraulic Design of Pipes and Sewers, 5th Edition. Thomas Telford, London.
Latham, B. (1878). Sanitary Engineering: A Guide to the Construction of Works of Sewerage and House Drainage, 2nd Edition. E & FN Spon, London.
Metcalf & Eddy, Inc. (1981). Wastewater Engineering: Collection and Pumping of Wastewater, McGraw-Hill, New York, NY.

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