A study was
undertaken in Kenana Sugar Scheme, Sudan during 2009/2010 and 2010/2011 seasons.
In this study, the gated pipe (hydro-flume) for ?furrow
irrigation was compared with the conventional open field head ditch irrigation
system concerning the volume of irrigation water applied to the field,
irrigation efficiencies, the time of cutoff, water and irrigation time saved
and the irrigation production efficiency (IPE). To achieve these objectives,
two commercial cane fields having the same furrow lengths (2100 m) and slopes
were chosen. The study shows that in the open field head ditch irrigation, the
irrigation water added was 69.1 mm in the top, 75.7 mm in the ?middle and 66.1 mm in the end of the furrow.
Whereas, the irrigation water added in the gated pipe system was 132.7 mm, 46.1
mm and 101.9 mm, respectively. The present
study indicates that the gated-pipe system has a high value of application
efficiency (79% - 88%) compared with the open field head ditch (69% - 71%). The
percent of deep percolation (PDP) for the gated-pipe system is greater than the
PDP obtained under open field head ditch irrigation conditions. Also the
percent of runoff (PRO) is higher under the open field head ditch system and
the water conveyance efficiency for the open field head ditch is 88%. While the
gated pipe needs more advance time but can save 20 to 65 m3 of
water/irrigation cycle with better uniformity coefficient (CU) and irrigation
production efficiency (IPE) compared with the open field head ditch. From the
above mentioned results, it is concluded that under Kenana conditions the
gated-pipe system is better than the open field head ditch irrigation system
keeping in mind
References
[1]
Grillo, G., Walker, W.R. and Skogerboe, G.V. (1987) Mathematical Approach for Evaluating the Zero-Inertia Model, Surface Irrigation: Theory and Practice. Utah State University, New Jersey, 328-336.
[2]
FAO (Food and Agriculture Organization) (1993) Small-Scale Irrigation for Arid Zones: Principles and Options. FAO, Rome.
[3]
Raddy and Abdel-Hady, M. (1993) Project Evaluation of Irrigating System on Sandy and Calcareous Soils, Cairo.
[4]
Smith, R.J., Watts, P.J. and Mulder, S.J. (1986) Analysis and Design of Gated Irrigation Pipelines. Agriculture and Water Management, 12, 99-115.
Abdel Wahab, D.M. (1996) Evaluation of Irrigation System under Kenana Condition. Annual Report of Sugarcane Research Department, Kenana Sugar Scheme, Sudan.
[7]
Torricelli, E. (1643) Italian Physicist and Mathematician. http://en.wikipedia.org/wiki/Evangelista_Torricelli
[8]
Abdel Wahab, D. M. (2004) Evaluation of Gated-Pipe Furrow Irrigation System under Kenana Condition. Annual Report of Research & Development.
[9]
Darcy, H. (1845) Recherches Expérimentales Relatives au Mouvement de L’eau Dansles Tuyaux, Mallet-Bachelier, Paris. 268 Pages and Atlas (in French). http://en.wikipedia.org/wiki/Darcy_friction_factor_formulae
Christiansen, J.E. (1942) Irrigation by Sprinkler. Agriculture Experimental Station Bulletin, 37, 1-124.
[12]
Farbrother, H.G. (1973) Water Requirements of Crops in the Gezira. Annual Report of the Gezira Research Station, 139-172.
[13]
Reynolds, O. (1883) An Experimental Investigation of the Circumstances Which Determine Whether The Motion of Water Shall Be Direct or Sinuous and of the Law of Resistance in Parallel Channel. Philosophical Transactions of the Royal Society, 174, 935-982.
[14]
Abdel Wahab, D.M. (2000) Evaluation, Prediction and Optimization of Long Furrow Irrigation under Kenana Conditions. Ph.D. Dissertation, Irrigation and Water Management Institute, University of Gezira, Wad Medani.
[15]
Kostiakov, A.N. (1932) On the Dynamics of the Coefficient of Water Percolation in Soils and on the Necessity for Studying it from a Dynamic Point of View for Purpose of Amelioration. Transactions of 6th Committee International Society of Soil Science, Russia, Part A, 17-21.
[16]
Hart, W.E., Peri, G. and Skogerboe, G.V. (1979) Irrigation Performance: An Evaluation. Journal of Irrigation and Drainage Engineering, 105, 275-288.
[17]
Bos, M.G. (1979) Standards for Irrigation Efficiencies of ICID. Journal of Irrigation and Drainage Engineering, 105, 37-43.