| تحقیقات مهندسی سازه های آبیاری و زهکشی | ||
| Article 12, Volume 5, Issue 3, January 0, Pages 85-96 PDF (424.67 K) | ||
| Document Type: Original Article | ||
| References | ||
|
صفری نژاد، د. 1370. تعیین روابط حاکم بر میزان دبی دریچههای قوسی نصب شده بر روی کانالهای آبیاری. پایان نامه کارشناسی ارشد. دانشگاه شیراز. شیراز. ایران. 2-Buyalski, C. P. 1983. Discharge algorithms for canal radial gates. USBR. Denver. Colorado.
3-Ferro, V. 2000. Simultaneous flow over and under a gate. J. Irrig. Drain. Eng., ASCE. 126 (3), 190-193.
4-Freneh, R. H. 1986. Open-channel hydraulics. McGraw-Hill. New York.
5-Jain, S. C. 2001. Open-channel flow. John Wiley & Sons Inc.
6-Javan, M., Sanaee-Jahromi, S. and Fiuzat, A. A. 2002. Quantifying management of irrigation and drainage systems. J. Irrig. Drain. Eng. ASCE. 128 (1), 19-25.
7-Mays, L. W. 2001. Water resources engineering. John Wiley & Sons Inc.
8-Metzler, D. E. 1948. A model study of tainter gate operation. Ms. Thesis. State University of Iowa. Iowa City. Iowa.
9-Speerli, J. and Hager, W. H. 1999. Irrotational flow and real fluid effects under planar sluice gates. J. Hyd. Eng. ASCE. 126 (2), 208-213.
10-Toch, A. 1955. Discharge characteristics of tainter gates. ASCE Trans. 120, 290-300. | ||
|
Statistics Article View: 947 PDF Download: 1,615 |
||
Journal management system. designed by sinaweb