Collection Conduits Including Subsurface Drains
Publication: Journal of Environmental Engineering
Volume 130, Issue 1
Abstract
Numerous types of pipes and channels with spatially increasing flows in environmental engineering applications are identified by type and function and referred to as collection conduits. An overview of methods for designing and analyzing collection conduits is provided. Full conduits with nonuniform and uniform inflow are first considered. Dimensional analysis is then employed to demonstrate the relationship between variables for open channels; that leads to the identification of possibilities for generalized numerical solutions. Prior collection conduit applications are discussed within the framework of the dimensional analysis (which also pertains to some constant-flow applications). A previously unpublished generalized numerical solution for rectangular collection conduits is presented. Subsurface drains are addressed with particular emphasis, including the use of numerical methods to develop a new generalized chart and relation to other design methods. Among the important conclusions for subsurface drains is that the somewhat common practice of using Manning’s equation alone for such problems is not generally adequate. Examples and practical design suggestions are included, and the use of computer-based numerical methods is discussed more generally.
Get full access to this article
View all available purchase options and get full access to this article.
References
American Iron and Steel Institute (AISI). (1971). Handbook of steel drainage and highway construction products, AISI, Washington, D.C., 201–202.
American Society of Civil Engineers (ASCE) and Water Pollution Control Federation (WPCF). (1959). Sewage treatment plant design: Manual of practice No. 36, ASCE and WPCF, New York and Washington, D.C., 25–26.
American Society of Civil Engineers (ASCE). (1993). “Standard guidelines for the design of urban subsurface drainage.” ANSI/ASCE 12-92, New York, 21–23.
American Society of Civil Engineers (ASCE). (1998). Urban subsurface drainage manual, ASCE, New York, 62–64.
Babb, A. F., and Ross, J. A.(1968). “Discussion of ‘Control point in a lateral spillway channel,’ by K. V. H. Smith.” J. Hydraul. Div., Am. Soc. Civ. Eng., 94(1), 317–321.
Beij, K. H.(1934). “Flow in roof gutters: Research paper RP644.” Bur. Stand. J. Res., 12, 193–213.
Bouwer, H. (1978). Groundwater hydrology, McGraw-Hill, New York, 294–299.
Brutsaert, W.(1971). “De Saint-Venant equations experimentally verified.” J. Hydraul. Div., Am. Soc. Civ. Eng., 97(9), 1387–1401.
Bureau of Reclamation. (1993). Drainage manual, U.S. Dept. of the Interior, Water Resource Div., Washington, D.C., 237–242.
Camp, T. R.(1940). “Lateral spillway channels.” Trans. Am. Soc. Civ. Eng., 105, 606–617.
Camp, T. R., and Graber, S. D.(1968). “Dispersion Conduits.” J. Sanit. Eng. Div., Am. Soc. Civ. Eng., 94(1), 31–39.
Camp, T. R., and Graber, S. D.(1969). “Closure to ‘Dispersion conduits,’ by T. R. Camp and S. D. Graber.” J. Sanit. Eng. Div., Am. Soc. Civ. Eng., 95(5), 943–947.
Camp, T. R., and Graber, S. D.(1970). “Discussion of ‘Internal hydraulics of thermal discharge diffusers,’ by S. Vigander, R. A. Elder, and N. H. Brooks.” J. Hydraul. Div., Am. Soc. Civ. Eng., 96(12), 2631–2635.
Camp, T. R., and Graber, S. D.(1972). “Discussion of ‘Manifold flow in subirrigation pipes,’ by E. Zsák.” J. Hydraul. Div., Am. Soc. Civ. Eng., 98(4), 728–732.
Chow, V. T. (1959). Open-channel hydraulics, McGraw-Hill, New York, Chap. 12.
Clay Sewer Pipe Association, Inc. (1966). Clay pipe engineering manual, Pittsburgh.
Escoffier, F. F.(1955). “Discussion of ‘Backwater functions by numerical integration.’ by C. J. Keifer and H. H. Chu.” Trans. Am. Soc. Civ. Eng., 120, 443–444.
Fair, G. M., and Geyer, J. C. (1954). Water supply and wastewater disposal, Wiley, New York, 691–692.
Fair, G. M., Geyer, J. C., and Okun, D. A. (1968). Water and wastewater engineering, Vol. 2, Wiley, New York, 27–36.
Graber, S. D.(1981). “Discussion of ‘Hydraulic design of flow distribution channels,’ by J.-L. Chao and R. R. Trussell.” J. Hydraul. Div., Am. Soc. Civ. Eng., 107(1), 299–301.
Hinds, J.(1926). “Side channel spillways: Hydraulic theory, economic factors, and experimental determination of losses.” Trans. Am. Soc. Civ. Eng., 89, 881–939.
Hung, C.-Y.(1971). “Discussion of ‘Computer simulation of urban storm water runoff,’ by C. W. Shen and R. P. Shubinski.” J. Hydraul. Div., Am. Soc. Civ. Eng., 97(11), 1918–1920.
Keifer, C. J., and Chu, H. H.(1955). “Backwater functions by numerical integration.” Trans. Am. Soc. Civ. Eng., 120, 429–448.
Li, W.-H.(1955). “Open channels with nonuniform discharge.” Trans. Am. Soc. Civ. Eng., 120, 255–274.
Lutge, T. V.(1969). “Hydraulic control utilizing submerged effluent collectors.” J. Water Pollut. Control Fed., 41(1), 1451–1455.
McEnroe, B. M.(1993). “Maximum saturated depth over landfill liner.” J. Environ. Eng. (Reston, Va.), 119(2), 262–270.
McNown, J. S.(1954). “Mechanics of manifold flow.” Trans. Am. Soc. Civ. Eng., 119, 1103–1142.
Nalluri, C., and Tomlinson, J. H.(1978). “Varied flow functions for circular channels.” J. Hydraul. Div., Am. Soc. Civ. Eng., 104(7), 983–1000.
Petersen, J. S., Rohwer, C., and Albertson, M. L.(1955). “Effect of wellscreens on flow into wells.” Trans. Am. Soc. Civ. Eng., 120, 563–585.
Smith, K. V. H.(1967). “Control point in a lateral spillway channel.” J. Hydraul. Div., Am. Soc. Civ. Eng., 93(3), 27–34.
Smith, K. V. H. (1973). “Computer determination of critical depth control points in open channel flow.” Proc., Institute of Civil Engineers, London, 461–470.
Soil Conservation Service (SCS). (1971). National engineering handbook, Section 16: Drainage of agricultural land, U.S. Dept. of Agriculture, Washington, D.C., 4-82 to 4-88.
Thomas, H. A.(1940). “Discussion of ‘Lateral spillway channels’ by T. R. Camp.” Trans. Am. Soc. Civ. Eng., 105, 627–633.
U.S. Dept. of Agriculture (USDA). (1973). Drainage of agricultural land, Soil Conservation Service, Water Information Center, Washington, D.C.
U.S. Environmental Protection Agency (U.S. EPA). (2002). Onsite wastewater treatment systems manual, EPA/625/R-00/008, U.S. EPA, Washington, D.C.
Van der Beken, A. (1969). “Bijdrage tot de hydraulica van draineerbuizen [Contribution to the Hydraulics of Drain Pipes].” Doctor of Agricultural Engineering thesis, Univ. of Ghent at Merelbeke, Belgium (in Dutch with English subtitles).
Van der Beken, A.(1970). “Discussion of ‘Dynamic equation for steady spatially varied flow,’ by B. C. Yen and H. C. Wenzel, Jr.” J. Hydraul. Div., Am. Soc. Civ. Eng., 96(12), 2661–2665.
Waterways Experiment Station (WES). (1963). “Nonuniform flow functions circular section.” Miscellaneous Paper No. 2-601, U.S. Army Corps of Engineers, Vicksburg, Miss.
Yao, K. M.(1971). “Nonuniform flow in flat rectangular channels.” J. Hydraul. Div., Am. Soc. Civ. Eng., 97(9), 1343–1348.
Yao, K. M.(1972). “Hydraulic control for flow distribution.” J. Sanit. Eng. Div., Am. Soc. Civ. Eng., 98(2), 275–285.
Yen, B. C.(1992). “Dimensionally homogeneous Manning’s formula.” J. Hydraul. Eng., 118(9), 1326–1332.
Yen, B. C., and Wenzel, Jr., H. G.(1970). “Dynamic equation for steady spatially varied flow.” J. Hydraul. Div., Am. Soc. Civ. Eng., 96(3), 801–814.
Yoon, Y. N., and Wenzel, Jr., H. G.(1971). “Mechanics of sheet flow under simulated rainfall.” J. Hydraul. Div., Am. Soc. Civ. Eng., 97(9), 1367–1386.
Information & Authors
Information
Published In
Copyright
Copyright © 2004 American Society of Civil Engineers.
History
Received: Jan 3, 2002
Accepted: Feb 6, 2003
Published online: Dec 15, 2003
Published in print: Jan 2004
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.