变边界宽度和初始土壤含水量条件下小麦水锋推进的研究作物i:水力学和灌溉效率

Singh Birpal, A. Mishra, Ramakant Sharma
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引用次数: 1

摘要

2013-2014年冬季(10 - 4月),在新德里印度农业研究所(IARI)水技术中心对小麦(Triticum aestivum L.)作物进行了边界灌溉试验,研究了4种边界尺寸(2、3、4和5 m宽度)的边界水力学(截止比、边界宽度和流量)、灌溉效率、粮食和生物量产量,以节约用水。尝试在灌溉前不同土壤含水量条件下优化畦埂宽度。在长度为25 m的边界上,固定截断长度为15 m,灌溉时间为30.2 ~ 78.1 min。边界宽度为2 ~ 5 m时,岸线推进时间分别为10 min和27.3 min;所选流分别对应1.5 l/s的流量。水锋推进时间与土壤初始含水量成反比。土壤含水量q1:14 .2、q2:16 .5、q3:17 .2%时,到达截止点的行程时间为15 m;边界尺寸(宽度)为2.0 m时为10.0-11.7 min,边界尺寸为3 m时为14.0-15.6 min;4米的边界尺寸为20.0-23.4分钟,5米的边界尺寸为24.5- 27.3分钟。在不影响产量的情况下,最佳边长为4 m。从产量来看,水流排放的影响并不明显。由于截断比均匀,用水量无显著差异。因此,4米的边界尺寸被评为最佳。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
WATER FRONT ADVANCE UNDER VARIABLE BORDER WIDTH AND INITIAL SOIL MOISTURE CONTENTS UNDER WHEAT (Triticum aestuivium L.) CROP – I: HYDRAULICS AND IRRIGATION EFFICIENCIES
Border irrigation experiments were conducted on wheat ( Triticum aestivum L.) crop at Water Technology Centre, Indian Agricultural Research Institute (IARI) New Delhi in winter season (October-April) of 2013-2014 to study the border hydraulics (cutoff ratio, border width and stream discharge), irrigation efficiencies, grain and biomass yields for 4 border sizes (2, 3, 4 and 5 m widths) to economize the water use. Optimizing the border width under varying soil moisture contents prior to irrigation was attempted. The border of length 25 m required 30.2 minutes (min) to 78.1 min for irrigation for a fixed cutoff length of 15 m. The water front advance time up to cutoff length was 10 min and 27.3 min for border widths varying from 2 to 5 m; respectively corresponding to the selected stream discharge of 1.5 l/s. The water front advance time was inversely proportional to the initial soil moisture contents. The travel time to cutoff point of 15 m for three soil moisture contents namely q 1:14.2, q 2:16.5 and q 3:17.2%; varied from 10.0-11.7 min for the border size (width) of 2.0 m, 14.0-15.6 min for the border size of 3 m; 20.0-23.4 min for the border size of 4 m whereas, it took 24.5- 27.3 min for 5 m border size. The best border size was identified as 4 m without any yield penalty. The effect of the stream discharge was not pronounced based on yields. Due to uniform cutoff ratio there was no significant difference in the amount of water use. Hence, the border size of 4 m was rated the best.
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