Full-Flowing Collection Conduits with Nonuniform Inflow
Publication: Journal of Environmental Engineering
Volume 133, Issue 6
Abstract
Collection conduits flowing full with nonuniform inflow (variable rate of increase in flow with distance along the conduit length) include well screens (vertical and directionally drilled); submerged effluent collectors; and certain types of inboard weir configurations for settling tanks. Certain subsurface drains used in environmental engineering applications and civil engineering more generally may be inadvertently designed for full-flowing conditions. Formulation of the problem for such collection conduits is presented in terms of the applicable differential equation, slope invariance, the frictionless solution for a general cross section, a uniform-inflow solution, and the difference formulation. The importance of checking inflow uniformity is discussed and exemplified. Dimensional analysis is then employed to demonstrate the relationship between variables, leading to a new generalized numerical solution. That solution is presented in a graphical form which provides further useful display of the relationships between variables and quantitative information for design and analysis. The detrimental effects of flowing-full conditions in subsurface drains is demonstrated, and it is noted that existing design methods may unintentionally cause such conditions to occur.
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Acknowledgments
The writer thanks Matthew D. Cyr, MSc Candidate, Groundwater Group, Civil Engineering, Queen's University, Kingston, ON. In the course of advising Mr. Cyr in connection with his MSc thesis on a related subject, Mr. Cyr helped inspire this paper's preparation, brought useful references to the writer's attention, and graciously provided helpful review and comment. The writer also thanks the ASCE reviewers for constructive comments that helped improve the quality of the paper.
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© 2007 ASCE.
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Received: Aug 17, 2006
Accepted: Nov 16, 2006
Published online: Jun 1, 2007
Published in print: Jun 2007
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