برآورد سرعت نشت در کانال‌های آبیاری با استفاده از معادلات نفوذ و روش غرقابی

Ababaei, B., Ramezani Etedali, H, and Rezaverdinejad, V. (2014) “Estimation of the transporting and distribution efficiencies in a part of the Qazvin irrigation and drainage network using non-parametric regression method. 2th national conference on agricultural water and soil management, Ord 30-31, University of Tehran, Karaj, Iran (in Farsi).

Almedeij, J., and Esen, I. I. (2014). “Modified Green-Ampt Infiltration Model for Steady Rainfall.” Journal of Hydrologic Engineering, 19(9).

Brinkley, A., Jackson, P., Thompson, P., and Aseervatham, E. (2000). “Measurement, remediation and management of seepage from open channels.” Proc., ANCID Conf., Goulburn-Murray Water, 2000, Australian National Committee on Irrigation and Drainage (ANCID), Tatura, VIC, Australia.

Brown, R. A., and Borst, M. (2014). “Evaluation of surface infiltration testing procedures in permeable pavement systems.” Journal of Environmental Engineering (United States), 140(3), 1–12.

DelVecchio, T., Welker, A., and Wadzuk, B. M. (2020). “Exploration of Volume Reduction via Infiltration and Evapotranspiration for Different Soil Types in Rain Garden Lysimeters.” Journal of Sustainable Water in the Built Environment, 6(1), 04019008.

Ehteshami, M., Ali kenari, Sh. and Abbasi, N. (2018) “Evaluation of water transfer and distribution efficiency as well as causes of increased roughness in Qazvin irrigation canals”, 10th National Conference of Irrigation and Drainage Committee, Iran, Tehran, pp. 83-93. (in Farsi).

Green, W. H., and Ampt, G. (1911). Studies on Soil Phyics. The Journal of Agricultural Science 4, 1-24.

Heeren, D. M., Fox, G. A., and Storm, D. E. (2014). “Berm method for quantification of infiltration at the plot scale in high conductivity soils.” Journal of Hydrologic Engineering, 19(2), 457–461.

Heydarizade, M. (2008). “Comparison of Results of Application of Theoretical Equation with Experimental Water Seepage from Isfahan Rodasht Canals”. First comprehensive management conference of Zayandeh Rud watershed. Isfahan. (in Farsi).

Heydarizade, M. and Salemi, H, R. (2014). “Investigation of the Application of Experimental Ingeham Equation and The Theory of VeDernico Equation in Estimation of Water Seepage from Canals of Rodasht Isfahan”. Journal of Water Research in Agriculture. 28 (4): 703-712. (in Farsi).

Keramat toroghi, M., Pasban eisa lu, Ain. and Ghanbari, Ain. (2009). “Investigating the Factors Affecting the Amount of Water Outflow from Moghan Irrigation and Drainage Network Drains and the Effects of Operation Methods on it”. 12th National Conference of Irrigation and Drainage Committee, 5-6 Esf., Iran, Tehran, pp. 335-350. (in Farsi).

Mokari saei, J., Azhdari, Kh., Imamgholi zade, S. and Nazeri, A. (2013). “Evaluation of water transfer efficiency in concrete channels of Garmsar plain irrigation network and its improvement conditions”. First National Conference on Water Resources and Agriculture Challenges. 24 Bah, Islamic Azad University of Khorasgan Branch. Esfahan. (in Farsi).

Mezencev, V. (1948). Theory of formation of the surface runoff. Meteorologiae Hidrologia 3, 33-40.

Moavenshahidi, A., Smith, R., and Gillies, M. (2014). Factors affecting the estimation of seepage rates from channel automation data. Journal of Irrigation and Drainage Engineering 141, 04014075.

Philip, J. (1957). The theory of infiltration: 1. The infiltration equation and its solution. Soil science 83, 345-358.

Salemi. H. R. and Sepaskhah. Ain. (2006). “Modification of Experimental Equations of Channel seepage in Isfahan Rodasht Area”. Journal of Science and Technology of Agriculture and Natural Resources. 10: 29-42. (in Farsi).

USDA-SCS (US Department of Agriculture, Soil Conservation Service). 1984. National Engineering Handbook. Section 15. Furrow Irrigation. National Technical Information Service, Washington, DC, Chapter 5.

Vatankhah, A. R., Ebrahimian, H., and Bijankhan, M. (2010). “Discussion of ‘Quick Method for Estimating Furrow Infiltration’ by Damodhara R. Mailapalli, W. W. Wallender, N. S. Raghuwanshi, and R. Singh.” Journal of Irrigation and Drainage Engineering, 136(1).