Technical Notes
Sep 1, 2015

Estimating Earthen Tertiary Water Channel Seepage Losses as a Function of Soil Texture

Publication: Journal of Hydrologic Engineering
Volume 21, Issue 2

Abstract

Estimation of seepage losses is important in the management of an irrigation scheme because such losses significantly affect the efficiency of water usage. An attempt was made to determine seepage losses as a function of soil texture. Losses were measured three times, with the inflow-outflow method, for each of the 30 channels made of sandy loam, clay, clay loam, silt clay, and silt loam (six channels for each soil texture), and the soil-specific losses were determined. The soil-specific values were validated in terms of computing outflows. The maximum seepage of 294mmday1 was found for sandy loam, followed by 200, 185, 144, and 96mmday1 for silt loam, silty clay, clay loam, and clay material channels, respectively. Two empirical equations requiring soil type constants were also evaluated—namely, the Moritz formula and the Molesworth and Yennidunia formula. Investigation using these two equations for seepage estimation showed either underestimation or overestimation for the soil textures investigated. Therefore, these equations should be used after calibration, in accordance with channel conditions.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors are highly indebted to the officials of the Department of Agricultural Engineering and Water Management, Provincial Government, Sindh, for providing required information. The authors are also grateful to the officials of Sindh Irrigation and Drainage Authority for giving information and field assistance. Thanks are due to the staff of the Department of Irrigation and Drainage, Faculty of Agricultural Engineering, Sindh Agriculture University, Tandojam, for being helpful in the field activities and providing required equipment.

References

Ahmad, N. (1965). “Waterlogging and salinity in Indus plain: Comment.” Pak. Dev. Rev., 5(3), 371–380.
Akkuzu, E. (2012). “Usefulness of empirical equations in assessing canal losses through seepage in concrete-lined canal.” J. Irrig. Drain. Eng., 455–460.
Alam, M. M., and Bhutta, M. N. (2004). “Comparative evaluation of canal seepage investigation techniques.” Agric. Water Manage., 66(1), 65–76.
ANCID (Australian National Committee on Irrigation and Drainage). (2003). “Open channel seepage and control: Best practice guidelines for channel seepage identification and measurement.” 〈http://www.ancid.org.au/pdf/seepReports141003/Vol1.4_Guidelines.pdf〉 (Feb. 28, 2014).
Arshad, M., Ahmad, N., Usman, M., and Shabbir, A. (2009). “Comparison of water losses between unlined and lined watercourse in Indus Basin of Pakistan.” Pak. J. Agric. Sci., 46(4), 280–284.
ASTM. (2000). “Standard test method for density of soil in place by the drive-cylinder method.” ASTM D2937-00, West Conshohocken, PA.
ASTM. (2007). “Standard test method for particle-size analysis of soils.” ASTM D422-63, West Conshohocken, PA.
Bakry, M. F., and Awad, A. A. (1997). “Practical estimation of seepage losses along earthen canals in Egypt.” Water Resour. Manage., 11(3), 197–206.
Charles, H. W. (1963). “Seepage problems in West Pakistan.” Proc., Seepage Symp. at Phoenix, Dept. of Agriculture, Agricultural Research Service, Washington.
Dukker, P., Bhutta, M. N., Peter, R., and Javed, I. (1994). Seepage losses from the lower gugera branch canal, Punjab, Pakistan, International Waterlogging and Salinity Research Institute (IWASRI), Lahore, Pakistan.
Kraatz, D. B. (1977). Irrigation canal lining, Food and Agricultural Organization (FAO) of the United Nations, Rome.
Lashari, B., Skogerboe, G. V., and Siddiqui, R. (1997). “Hydraulic characteristics of pilot distributaries in the Mirpurkhas, Sanghar and Nawabshah districts, Sindh, Pakistan.”, International Irrigation Management Institute, Sindh, Pakistan.
Maqbool, A., et al. (1995). “Technical course on field calibration of irrigation structures.”, International Irrigation Management Institute, Lahore, Pakistan.
Modi, P. N. (1988). Irrigation, water resources and water power, Standard Book House, New Delhi, India.
Mowafy, M. H. (2001). “Seepage losses in Ismailia canal.” 6th Int. Water Technology Conf., International Water Technology Conference (IWTC), Alexandria, Egypt.
Osman, Y. Z., and Bruen, M. P. (2002). “Modelling stream-aquifer seepage in an alluvial aquifer: An improved loosing-stream package for MODFLOW.” J. Hydrol., 264(1–4), 69–86.
Shaikh, I. A., Chandio, A. S., Mangrio, M. A., and Faryad, N. (2012). “Calibration of adjustable orifice semi-modules at Bulgai distributary.” Pak. J. Agric. Agric. Eng. Vet. Sci., 28(2), 177–185.
Sheng, Z., Wanyan, Y., Aristizabal, L. S., and Reddy, K. (2003). “Seepage losses for the Rio Grande project TAMU.” 〈http://twri.tamu.edu/reports/2002/2002-047/sr2002-047.pdf〉 (Apr. 14, 2014).
Siddique, M., Pasha, F. H., and Choudri, M. A. (1995). “Seepage loss measurements on Chashma right bank canal.” Proc., Workshop on Canal Lining and Seepage, International Waterlogging and Salinity Research Institute, Lahore, Pakistan.
Skogerboe, G. V., Aslam, M., Khan, M. A., Mehmood, K., Mehmood, S., and Khan, A. H. (1999). “Inflow–outflow channel losses and canal lining cost-effectiveness in the Fordwah Eastern Sadiqia (South) project.”, International Water Management Institute, Lahore, Pakistan, 3–8.
Skogerboe, G. V., Hyatt, M. L., Anderson, R. K., and Eggleston, K. O. (1967). “Design and calibration of submerged open channel flow measurement structures.”, Utah Water Research Laboratory, College of Engineering, Utah State Univ., Logan, Utah.
Tiercelin, J. R. (2006). Traite d’Irrigation, Tec & Doc Lavoisier, Eyrolles, Paris (in French).
WAPDA (Water and Power Development Authority). (1965). “Principles and criteria for future development.”, Hunting Technical Service, Lahore, Pakistan, 17.21–17.69.
Yapo, P. O., Gupta, H. V., and Sorooshian, S. (1996). “Automatic calibration of conceptual rainfall-runoff models: Sensitivity to calibration data.” J. Hydrol., 181(1–4), 23–48.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 21Issue 2February 2016

History

Received: May 23, 2014
Accepted: Jul 19, 2015
Published online: Sep 1, 2015
Published in print: Feb 1, 2016
Discussion open until: Feb 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Irfan Ahmed Shaikh [email protected]
Assistant Professor, Dept. of Irrigation and Drainage, Faculty of Agricultural Engineering, Sindh Agriculture Univ., Tandojam, Sindh 71000, Pakistan; and Researcher, Dept. of Biological and Agricultural Engineering, Faculty of Engineering, Universiti Putra Malaysia (UPM), Serdang, Selangor DE 43400, Malaysia (corresponding author). E-mail: [email protected]
Teang Shui Lee
Professor, Dept. of Biological and Agricultural Engineering, Faculty of Engineering, Universiti Putra Malaysia (UPM), Serdang, Selangor DE 43400, Malaysia.

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share