Drain envelopes

Agricultural Drainage

Volumn , Issue , 2015, Pages 927-962

  Stuyt, Louis C P M ^a   Willardson, Lyman S ^b  

^a WAGENINGEN UNIVERSITY   (Netherlands)

^b Utah State University   (United States)

Author keywords

Continuous subsurface drain installation; Drain envelopes; Geotextile envelope; Glass fiber envelopes; Gravel envelopes; Organic envelopes; Pre wrapped loose materials; Subsurface drains

Indexed keywords

EID: 85102995233     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1002/9780891182306.ch29     Document Type: Chapter

References (83)

1. American Society of Agricultural Engineers. 1967. Report on drainage materials. Soil Water Div. Spec. Publ. ASAE, St. Joseph, Ml.
2. American Society for Testing and Materials. 1995. Standard test method for liquid limit. plastic limit. and plasticity index. ASTM, Philadelphia, PA.
3. Antheunisse, J. 1979. Observations on the decomposition of coconut fibres. J. Gen. Appl. Microbiol. 25:273-277.
4. Antheunisse. J. 1980. The breakdown of coconut fibres by Trametes Versicolor and Stereum Rugosum. J. Gen. Appl. Micobiol. 26: 167-170.
5. Antheunisse, J. 1981. Decay of coconut fibres by soil microorganisms. J. Gen. Appl. Microbiol. 27:435-442.
6. Bertram, G.E. 1940. An experimental investigation of protective filters. Harvard Soil Meehan. Ser. 7. Pierce Hall, Harvard Univ.
7. Bhatti, A.K., and WF. Vlotman. 1990. Design and construction of the gravel envelope of the fourth drainage project, Pakistan. p. 94-104. In Proc. Symp. Land Drain. Salin. Control in Arid and Semi-Arid Regions, Cairo, Egypt. 25 February-2 March.
8. Blom. E. 1987. Envelope materials for drain tubes; field investigation into pipe sedimentation and envelope decomposition. ([n Dutch.) Gov. Servo Land Water Use, Goes, The Netherlands.
9. Boers, T.M., and CL. van Someren. 1979. Des ign of gravel envelope for silty and fine sandy soils in Pakistan. p. 713-731. In J. Wesseling (ed.) Proc. Inl. Drain. Workshop. ILRI, Wageningen. The Netherlands.
10. Bonnell, R.B. 1985. Critical hydraulic gradients for some soil-drain envelope conbinations. M.Sc. thesis. Dep. Agric. Eng., McGill Univ., Montreal, Canada.
11. Bonnell, R.B., R.S. Broughton, and G.F. Bolduc. 1986. Hydraulic failure of the soil-drain envelope interface of subsurface drains. Can. Water Resour. J. 2: 24-34.
12. Bonnell, R.B., R.S. Broughton, and J. Mlynarek. 1992. Long term performance of geotextiles on horizontal subsurface drainage systems. p. 183-192. In Drainage and water table control. ProC. 6th ASAE Inl. Drain. Symp., Nashville. TN. IJ-15 December.
13. Brown, CF. 1915. Drainage of irrigated lands. USDA Farm. Bull. 371. USDA, Washington, DC.
14. Calhoun, C, Jr. 1972. Development of design criteria and acceptance specifications for plast ic filter cloths. Tech. Rep. 5-72-7. U.S. Army Eng. Waterways Exp. Stn., Vicksburg, MS.
15. Commission Europeennee de Normalisation. 1994. Plastic piping systems for agricultural drainage (PVC-U). Part 4. CEN, Brussels, Belgium.
16. Davies, P.A., J.N. Henderson, and CW Dennis. 1987. Filters for pipe field drains-bridging factors. Res. Develop. Agric. 4: 109-115.
17. Dieieman, P.L, and B.D. Trafford. 1976. Drainage testing. Irrig. Drain. Pap. 28. FAD, Rome. Italy.
18. Dierickx, W. 1980. Electrolytic analogue study of the effect of openings and surrounds of various permeabilities on the performance of field drainage pipes. Rep. 77. Natl. Inst. Agric. Eng., Merelbeke, Belgium.
19. Dierickx, W 1987. Drainage envelope working. p. 19-29. In Proc. 3rd Int. Workshop Land Drain, Ohio State Univ. 7-11 December.
20. Dierickx, W. 1991. Laboratory and field research on subsurface drainage envelopes in Pakistan. IWASRI Rep. 90/08, IWASRI, Lahore, Pakistan.
21. Dierickx, W. 1992. Use of drainage materials. In Proc. 5th Drain. Workshop, Vol. I. ICID-ClID, Lahore, Pakistan.
22. Dierickx, W., and L. Van Der Sluys. 1990. Research into the functional hydraulic properties of geotextiles. p. 285-288. In G. den Hoedt (ed.) Proc. 4th Int. Conf. Geotextiles, Geomembranes, Related Prod., Vol I, The Hague, The Netherlands. 28 May-1 June. A.A. Balkema, Rotterdam.
23. Dierickx, W., H. Rehman, and S. Rehman. 1992. Significant design and selection parameters for synthetic envelopes. p. 5.8-5.17. In Proc. 5th Int. Drain. Symp., Vol. 3, Lahore, Pakistan. ICIDClID, Lahore, Pakistan.
24. Dunn, LS., L.R. Anderson, and FW. Kiefer. 1980. Fundamentals of geotechnical analysis. John Wiley & Sons, Inc., New York.
25. Faure, Y.H. 1991. The application of geotextiles in agricultural drainage: the problems met with filtration. (In French.) C.R. Journee de Colmatage des Drains et Enrobages. CEMAGREF, Antony, France.
26. Fisher, L.S., and A.R. Jarrett. 1984. Sediment retention efficiency of synthetic filter fabrics. Trans. ASAE 27:429-436.
27. Fisher, G.R., B.R. Christopher, and R.D. Holz. 1990. Filter criteria based on pore size distribution. p. 289-294, 1051-1052. In Proc. 4th Int. Conf. Geotextiles, Geomembranes Related Prod., Vol. I, The Hague, The Netherlands. A.A. Balkema, Rotterdam, The Netherlands.
28. Hart, R.A. 1917. The drainage of irrigated farms. USDA Farm. Bull. 805. USDA, Washington, De.
29. Hore, FR., R.W. Irwin, B.C. Mathews, and FJ. Parrish. 1960. Drainage guide for Ontario. Publ. 29. Dep. Eng. Sci., Ontario Agric. College, Guelph, Ontario, Canada.
30. Huinink, J.T.M. 1992. Herziening keuzetabel drainage omhullingsmateriaal. (In Dutch.) Landinrichting 32:31-33.
31. Irwin, R.W. 1960. Farm drainage. Publ. 501. Dep. Eng. Sci., Ontario Agric. College, Guelph, Ontario, Canada.
32. International Standard Organization. 1990. International standard; geotextiles-vocabulary. ISO 10318. Int. Org. Standard., Geneva, Switzerland.
33. Jager, A.W. de. 1960. Review of plastic drainage in The Netherlands. Neth. J. Agric. Sci. 8:261-270.
34. Johnson, E.E., Co. 1966. Groundwater and wells. St. Paul, MN. p.201.
35. Juusela, T. 1958. On methods of protecting drain pipes and on the use of gravel as a protective material. Acta Agric. Scand. 8: 62-87.
36. Karpoff, K.P. 1955. The use of laboratory tests to develop design criteria for protective filters. Trans. ASTM 55:1183-1198.
37. Kirkham, D. 1949. Flow of ponded water into drain tubes in soil overlying an impervious layer. Am. Geophys. Union Trans. 30:3.
38. Knops, J.A.E., Fe. Zuidema, C.L. van Someren, and J. Scholten. 1979. Guidelines for the selection of envelope materials for subsurface drains. p. 439-450. In J. Wesseling (ed.) Proc. Int. Drain. Workshop, ILRI Publ. 25. ILRI, Wageningen, The Netherlands.
39. Koerner, R.M. 1990. Designing with geosynthetics. 2nd ed. Prentice-Hall.
40. Kruse, E.G. 1962. Design of gravel packs for wells. Trans. ASAE 5:197-199.
41. Lembke, W.D., and D.A. Bucks. 1970. A model study of drain envelopes in a coarse-silt base material. Trans. ASAE 13:669-671,675.
42. Luthin, J.N., G.S. Taylor, and C. Prieto. 1968. Exit gradients into subsurface drains. Hilgardia 39:419-428.
43. Meijer, HJ. 1973. Some determinations of the factors which are used in conjunction with quality requirements for peat fibres which are applied for drainage purposes. Note 781. (In Dutch.) ICW, Wageningen, The Netherlands.
44. Meijer, HJ., and J.A.C. Knops. 1977. Field survey into the persistency of coconut fibres as cover-and wrapping material for drain pipes. Misc. Reprint. 201. (In Dutch.) ICW, Wageningen, The Netherlands.
45. Merriam-Webster, Inc. 1993. Collegiate dictionary. 10th ed. Merriam-Webster, Inc., Springfield, MA.
46. Millar, P.J., K.W. Ho, and H.R. Turnbull. 1980. A study of filter fabrics for geotechnical application in New Zealand Ministry of Workds and Development. Central Labs. Rep. 2-80/5.
47. Nieuwenhuis, GJ.A., and J. Wesseling. 1979. Effect of perforation and filter material on entrance resistance and effective diameter of plastic drain pipes. Agric. Water Manage. 2: 1-9.
48. Ogink, HJ.M. 1975. Investigations on the hydraulic characteristics of synthetic fabrics. Publ. 146. Delft Hydraul. Lab., Delft, The Netherlands.
49. Overholt, V. 1959. Fiberglass filter for tile drains. Agr. Eng. 40:604-607.
50. Pillsbury, A.E 1967. Observations on ti Ie drainage performance. Proc. ASCE 93: 233-241.
51. Prieto, C.K. 1967. Study of factors influencing a quick condition in foundation sand. M.Sc. diss. Dep. Civil Eng., Univ. California, Davis.
52. Qureshi, S., R.M. Kogler, and S.K. Bhatia. 1990. Long term filtration behaviour of nonwoven geotextiles. In G.D. Den Hoedt (ed.) Proc. 4th Int. Conf. Geotextiles Geomembranes Related Prod., The Hague, The Netherlands. A.A. Balkema, Brookfield, VT, and Rotterdam, The Netherlands.
53. Ramzan, C.M., and S.L. Ali. 1993. Salt movement pattern as a result of reclamation of highly saline sodic-soil. Int. Waterlogging Salin. Res. Inst. Publ. 149. IWASRI, Lahore, Pakistan.
54. Salem, H.A., and L.S. Willardson. 1992a. Evaluation of non-standard synthetic envelope materials. In Proc. 5th Int. Drain. Symp., Vol. I. ICID-CIID, Lahore, Pakistan.
55. Rankilor, P.R. 1981. Membranes in ground engineering. Wiley Intersci. Publ. John Wiley & Sons, Inc., New York.
56. Salem, H.E., and L.S. Willardson. 1992b. Comparison of the performance of thick and thin envelope materials. p. 411-418. In Proc. 6th Int. Drain. Symp., Nashville, TN. 13-15 December. ASAE
57. Salem, H.E., W. Dierickx, L.S. Willardson, and M.S. Abdel-Dayem. 1994. Laboratory evaluation of locally made synthetic envelopes for subsurface drainage in Egypt. Agric. Water Manage. 27(3-4):351-353.
58. Samani Z.A., and L.S. Willardson. 1981. Soil hydraulic stability in a subsurface drainage system. Trans. ASAE 24:666-669.
59. Schober, W, and D. Teindl. 1979. Filter criteria for geotextiles. p. 121-129. In Proc. 7th Europ. Conf. on Soil Mechan. and Found. Eng., Vol’ 2, Brighton, UK.
60. Sherard, J.L., L.P. Dunnigan, and J.R. Talbot. 1984a. Basic properties of sand and gravel filters. J. Geotech. Eng. 110:684-700.
61. Sherard, J.L., L.P. Dunnigan, and J.R. Talbot. 1984b. Filters for silts and clays. 1. Geotech. Eng. 110:701-718.
62. Shull, H. 1967. Soil-filtering properties of glass-fiber materials. Trans. ASAE 10:655-657.
63. Sisson, D.R. 1965. Envelope materials-their use in drainage. p. 51-54. In Proc. Conf. Drain. Efficient Crop Prod. ASAE, St. Joseph, MI.
64. Soil Conservation Service. 1973. Drainage of agricultural lands. Water Inform. Center. Inc., Port Washington, NY.
65. Soil Conservation Service. 1988. Standards and specifications for conservation practices (SSCP). Standard on Subsurface Drains no. 606. USDA-SCS, Washington, DC.
66. Soil Conservation Service. 1988. National engineering handbook. Subsurface drain 606-3. USDA, Washington, DC.
67. Soil Conservation Service. 1991. National engineering field handbook, subchapter C. USDA. Washington, DC.
68. Stuyt, L.C.P.M. 1992a. The water acceptance of wrapped subsurface drains. Ph.D. diss. Agric. Univ. Wageningen, The Netherlands.
69. Stuyt, L.C.P.M. 1992b. Mineral clogging of wrapped subsurface drains, installed in unstable soils: a field study. p. 550-564. In Proc. 5th Int. Drain. Symp., Vol. III, Lahore, Pakistan.
70. Stuyt, L.C.P.M. 1992c. Effect of drain envelopes on the water acceptance of wrapped subsurface drains. In Proc. 6th Int. Drain. Symp. Nashville, TN. ICID-CIID, Lahore, Pakistan.
71. Sweetland, D.V. 1977. The performance on non-woven fabrics as drainage screens in sub-drains. M. Sc. thesis. Univ. Strathclyde.
72. U.S. Army Corps of Engineers. 1941. Investigation of filter requirements for underdrains. Tech. Memo. 183-1.
73. U.S. Burea of Reclamation. 1993. Drainage manual. U.S. Dep. Int., Bur. Reclam., Denver, CO.
74. Van Der Sluys, L., and W Dierickx. 1990. Comparative study of different porometry determination methods for geotextiles. Geotext. Geomembr. 9: 183-198.
75. Van Zeijts, I.EJ. 1992. Recommendations on the use of envelopes based on experience in the Netherlands. p. 588-596. In Proc. 5th Int. Drain. Symp., Vol. 3. ICID-CIID, Lahore, Pakistan.
76. Vlotman, WE (ed.). 1990. Drain envelope testing, design, and research. In Proc. Workshop, IWASRJ Publ. 10. WAPDA, Lahore, Pakistan.
77. Vlotman, W.E, EA. Zuberi, and M.A. Khan. 1990. Gravel envelope selection, design and installation. p. 1-43. In Proc. Workshop Drain. Envelope Testing, Design and Res. 23 August. IWASRI, Lahore, Pakistan.
78. Vlotman, WE, and N.M. Bhutta. 1992. Drain envelope design under review. ASAE Pap. 922649. ASAE. SI. Joseph, MI.
79. Watts, D.G., and J.N. Luthin. 1963. Tests of thick fiberglass filters for subsurface drains. Hilgardia 35:35-45.
80. Willardson, L.S., X. Aquirre, and R.K. Watkins. 1980. Plastic drain response in soft envelope material. Trans. ASAE 23:1402-1408.
81. Willardson, L.S. 1979. Water and particle movement into drains. USDA-SEA ARR-W-8. USDAARS, Oakland, CA.
82. Willardson, L.S., and R.E. Walker. 1979. Synthetic drain envelope-soil interactions. Proc. Irrig. Drain. 105:367-373.
83. Zissis, T., and L.C.P.M. Stuyt. 1991. Effect of radial soil heteroheneity around a subsurface drain on the water table height computed using a finite element model. Agric. Water Manage. 20:47-62.