In: Civil Engineering
Identify the significance of the egg shaped ovoid sewer design and discuss the development of sewer design and construction that led to the present day solutions?
Egg-shaped pipes appear as a suitable geometry for combined sewer sewage networks.
Egg-shaped conduits present higher resistance against traffic loads than conventional circular pipes.
In addition, this kind of pipe also shows a better hydraulic performance in normal operation dry
weather conditions of combined sewer systems, in which a high percentage of the time the flow
discharge is conveyed by the lower part of the section. In these conditions, egg-shaped pipes present
higher flow velocities due to their smaller wetted perimeter, reducing the sedimentation of particles
and the sewer cleaning operational costs.
The resuspension of sewer sediments during wet weather
flows is an important source of the pollution of Combined Sewer Overflows , and their control is
one of the main objectives of the integrated urban water management in urban systems.
In spite of the structural and hydraulic advantages, egg-shaped pipes are not commonly used
in the construction of small combined sewer systems because of their highest production costs.
Nevertheless, with the evolution of production techniques such as plastic injection or extrusion,
the fabrication costs of plastic egg-shaped pipes can be as competitive as circular plastic pipes. In this
work we present the first stage of the collaborative OvalPipe R&D project that aims to develop a new
functioning egg-shaped plastic pipe that is commercially viable and market competitive with the
300–400 mm diameter circular pipes.
The first steps of the process consisted in the geometric definition and in the hydraulic analysis of
the egg-shaped cross section. The egg-shaped geometry was designed with the objective of maximizing
the hydraulic radius under low flow conditions and the discharge capacity under full-depth or near
full-depth conditions. Once the cross-section was defined, a real-scale egg-shaped pipe was built at
a laboratory facility to study its hydraulic characteristics.Most of the open-channel pipe flow studies were performed in circular conduits. For instance, the
early studies of turbulence developed by Nezu and Nakagawa. proposed different formulations to
describe velocity profiles in circular cross-sections. Guo et al. developed new velocity distribution
formulas for circular, elliptic, parabolic, and hyperbolic open-channels (hereinafter named as conic
open-channels). Particle Image Velocimetry (PIV) technique was also developed to determine
velocity distribution in small circular pipes . Nevertheless, detailed hydrodynamic experiments for
egg-shaped pipes are missing.
In order to analyze the behavior of the circular and egg-shaped pipes, open-channel flow
experiments were conducted with ANSYS CFX Computational Fluid Dynamics (CFD) code. To simulate
the open-channel flow in closed conduits such as pipes, a two-phase flow model was developed to
solve the interactions between liquid (water) and gas (air) interface. The experimental velocity
profiles and shear stress values were compared with the numerical results, following the methodology
proposed in previous studies. Finally, numerical results from egg-shaped and circular pipe analysis
were also compared with the analytical open-channel flow Manning and Thormann-Franke equations.