Design and construction of boundary annex to fill boundary furrows in secondary tillage operations in barley cultivation in Khuzestan province
الموضوعات :هادی سعدی 1 , محمد منصوری 2 , محمد آل کثیر فرحانی 3
1 -
2 -
3 -
الکلمات المفتاحية: barley grain, دانه جو, مرزبند با مکانیزم, مرزبند بدون مکانیزم, Boundary with mechanism and boundary without mechanism, Tillage operation, عملیات خاکورزی,
ملخص المقالة :
When irrigating the field, the water moves along the strips and transfers most of the water to the ends of the strips, preventing uniform irrigation. In the present study, in order to solve the mentioned problem, a system was designed, constructed and evaluated for the performance of the system, which by filling the created furrows, solved the problem of non-uniform irrigation and improved the irrigation performance. The plate adjoining system has two concave plates with a diameter of 35 cm, which float following the main plates of the boundary and along the created ridge, and by transferring a part of the soil of the ridge body, it fills the furrows. To be Field performance evaluation experiments were performed in 1397 in the research farm of the Faculty of Agriculture, Islamic Azad University, Shushtar Branch. A completely randomized factorial design design was used using SPSS software. Experimental treatments include: device type (boundary with furrow filling mechanism and boundary without furrow filling), plot distance (5 and 10 meters), on water loss rate (in cubic meters), labor cost to fill furrow Marzband, the time of border demarcation operations by Marzband The results show that by using the device for filling the furrows of the border and at a distance of 10 meters, the least amount of water wasted in the amount of 3985 cubic meters, the lowest labor cost to fill the furrow. Border guards are 100 thousand Tomans and the minimum time for border demarcation operations in agricultural fields is 120 minutes per hectare.
ابراهیمی، ح. و حسنپور درویشی، ح. (1394). رابطه بین عملکرد ذرت با مصرف آب(نیاز آبی محاسباتی و کمبود رطوبت خاک). نشریه علمی آبیاری و زهکشی ایران، دوره9، شماره 4، ص613-605.
احسانی، م. و خالدی، ه. (1382). بهرهوری آب کشاورزی. کمیته ملی آبیاری و زهکشی ایران.
حمادی، ک.، ذاکرحسینی، ف.، حسینزاده ساداتی، س. م. و اله دین، س. (1393). برآورد نیاز آبی محصولات کشاورزی در استان خوزستان. علوم و مهندسی آب، دوره4، شماره 9، ص16-1.
سلامتی، ن.، عباسی، ف.، دلبری، م.، شینی دشتگل، علی و افراسیاب، پ. (1394). ارزیابی یکنواختی توزیع آب و نیتروزن در کود آبیاری جویچهای نیشکر. تحقیقات مهندسی صنایع غذایی، دوره 16، شماره2، ص 60-41.
Busari, M. A., Kukal, S. S., Kaur, A., Bhatt, R. and Dulazi, A. A. (2015). Conservation tillage impacts on soil, crop and the environment. International Soil and Water Conservation Research, 3(2), PP: 119- 129.
De Toro, A. (2004). Machinery co-operatives a case study in Sweden. Biosystems engineering, 87, PP:23-24.
Elliott, R. L. and walk W. R. (1982). Field evaluation of furrow in filtration and advance functions. Transactions of the American society of Agricultural Engineers, 25(2), pp:396-400.
Ghazanfari Moghaddam and Jamshidi. (2009). Introduction to mechanization and agricultural machinery. Shushtar. Islamic Azad University Publications Shushtar Comprehensive Branch.
Sepaskhah, A. R. and Ghahraman, B. (2004). The Effects of Irrigation Efficiency and uniformity coefficient on relative yield and profit for deficit irrigation. Biosystem Engineering, 87(4), PP:495-507.
Shahbazi, F. and NazariGaledar, M. (2012). Bending and Shearing Properties of Safflower Stalk. Journal of Agricultural Science and Technology, 14(4), pp:743-754.
Soerensen, C. G. (2003). Workability and machinery sizing for combine harvesting. Agricultural engineering international: the CIGR journal of scientific research and development, Manuscript pm.2003,Vd5.
Tahmasbi, M., Hemat, A., Vafaeian, M. and Mosadeghi, M. R. (2008). Evaluation Of Soil Compaction Strength (Pre-Compaction Stress) Using Plate Sinkage And Uniaxial Confined Compression Tests. Water and soil science, 12(44), pp: 245-255.
