Document Type : Research Paper

Abstract

Infiltration in furrow irrigation is 2-D which depends on both time and surface characteristics at which infiltration occurs. However, in many furrow irrigation models, infiltration is determined as a function of infiltration time opportunity, assuming the variation of weted perimeter is low along furrow. In order to compare the proposed asumptions, two zero-inertia furrow irrigation models were developed; one was ZIWPV model, which considers the effectiveness of wetted perimeter, and the other was ZIWPC model, which assumes a constant surface for wetted perimeter. Solution of finite-difference equations is obtained with an explicit scheme. The results of two models were compared together using schwankl’s field data. The ZIWPV model predicted well the advance time which was measured 157 minutes in the field. But ZIWPC model understimated it which was 10.8%. CU and DU were estimated 77.4 and 68.5 by ZIWPV model and 93.1 and 89.4% by ZIWPC model, respectively. However, they were measured in the field 77 and 64%, respectively. The average infiltrated depth in the field was measured 7.47 cm. But it was estimted 8.6 and 7.43 cm by ZIWPV and ZIWPC models, respectively. Thus, taking into account the wetted perimeter effectiveness to calculate infiltration during irrigation improves infiltrated water uniformity, but overestimated the average depth of infiltration. Also, furrow irrigation models which assume infiltration to be 1-D, predict well the average infiltration depth. But, they overstimated infiltrated water uniformity.

Keywords

- امینی‌زاده، س. م. ر. 1381. تهیة مدل ریاضی جهت بررسی تأثیر محیط خیس شده و تغییرات مکانی نفوذ در شبیه‌سازی و راندمان آبیاری جویچه‌ای. پایان‌نامه کارشناسی ارشد آبیاری و زهکشی، دانشکده کشاورزی، دانشگاه تهران.
2- بهزاد، م. و محمودیان شوشتری، م. 1375. مطالعه اثر محیط خیس شده بر نفوذ آب در جویچه‌ها. مجلة علمی کشاورزی، جلد نوزدهم. شماره‌های 1و 2، 22-1.
3- عباسی، ف.، جلینی، م. معیری، م. طائفه رضایی، ح. 1378. تهیة یک مدل ریاضی برای طراحی و ارزیابی روش‌های آبیاری سطحی. نشریه شمارة 122. گزارش پژوهشی مؤسسه تحقیقات فنی و مهندسی کشاورزی.
4- Bautista, E. and Wallender, W. W. 1992. Hydrodynamic furrow irrigation model with specified space steps. J. of Irrigation and Drainage Engineering, ASCE. 118: 3, 450-465.
5- Bautista, E. and Wallender, W. W. 1993. Numerical calculation of infiltration in furrow irrigation simulation models. J. of Irrigation and Drainage Engineering, ASCE. 119: 2, 286-294.
6- Elliott, R. L., Walker, W. R. 1982. Field evaluation of furrow infiltration and advance functions. Transactions of the American Society of Agricultural Engineers. 25: 2,
396-400.
7- Elliott, R. L., Walker, W. R. and Skogerboe, G. V. 1982. Zero-inertia modeling of furrow irrigation advance. J. of Irrigation and Drainage Engineering, ASCE. 108: 3, 179-195.
8- Fangmeier, D. D. and Ramsey, M. K. 1978. Intake characteristics in irrigation furrows. Transactions of the American Society of Agricultural Engineers. 21: 4, 696-700, 705.
9- Izadi, B. and Wallender, W. W. 1985. Furrow hydraulic characteristics and infiltration. Transactions of the American Society of Agricultural Engineers. 28: 6, 1901-1908.
10- Ramsey, M. K. 1976. Intake characteristic and flow resistance in irrigation furrows. M. Sc.Thesis. University of Arizona. Tucson. Ariz.
11- Schwankl, L. J. and Wallender, W. W. 1988. Zero-inertia furrow modeling with variable infiltration and hydraulic characteristics. Transactions of the American Society of Agricultural Engineers. 31: 5, 1470-1475.
12- Schwankl, L. J. 1989. Sthochastic furrow irrigation modeling. Ph.D. thesis, University of California at Davis. Calif.
13- Strelkoff, T. and Katopodes, N. D. 1977. Border irrigation hydraulics with zero-inertia. J. of Irrigation and Drainage Engineering, ASCE. 103: 3, 325-342.
14- Strelkoff T., and Souza, F. 1984. Modelling effect of depth on furrow irrigation. J. of Irrigation and Drainage Engineering, ASCE. 110: 4, 375-387.
15- Walker, W. R. and Skogerboe, G. V. 1987. Surface Irrigation: Theory and Practice. Prentice-Hall. Englewood Cliffs. NJ. USA.
 
16- Walker, W. R., 1993. SIRMOD: Surface irrigation simulation software, version 2.1, Guide and technical documenatation. Biological and Irrigation Department. Utah State University. Logan. Utah.
17- Zerihan, D., Feyen J. and Reddy, J. M. 1996. Sensitivity analysis of furrow irrigation performance parameters. J. of Irrigation and Drainage Engineering, ASCE. 122: 1,
49-57.