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Comparison between Hydro-Flume and Open Field Head Ditch Irrigation Systems at Kenana Sugar Scheme, Sudan 被引量:1
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作者 Daffa Alla M. Abdel Wahab Ali M. Adeeb 《Agricultural Sciences》 2014年第7期588-603,共16页
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 ... 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 that for more uniform water distribution through irrigated furrows of the long fields of Kenana, increased pressure head at the inlet and/or larger openings of the hydro-flume gates may be necessary. 展开更多
关键词 Irrigation Sugarcane Gated Pipe hydro-flume FURROW Application Efficiency PERCOLATION
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人工鱼礁水动力学机理试验研究 被引量:1
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作者 陈帅 陆彦 +1 位作者 黄廷杰 徐成伟 《人民黄河》 CAS 北大核心 2014年第5期34-37,共4页
通过概化模型模拟人工鱼礁,使用三维ADV测量投放模拟鱼礁后的流场,分析其影响区域内的水流流速分布、紊动强度分布等。通过流速场分析,得到单个和组合人工鱼礁在水深以及流向上的影响范围;通过紊动场分析,发现紊动强度在鱼礁后方存在两... 通过概化模型模拟人工鱼礁,使用三维ADV测量投放模拟鱼礁后的流场,分析其影响区域内的水流流速分布、紊动强度分布等。通过流速场分析,得到单个和组合人工鱼礁在水深以及流向上的影响范围;通过紊动场分析,发现紊动强度在鱼礁后方存在两个峰值。水流结构的多变性为鱼类提供了适宜的栖息地。 展开更多
关键词 人工鱼礁 水动力学 水槽试验
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半球形多向波聚合波道振荡水柱气室优化设计 被引量:1
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作者 杜小振 常恒 +2 位作者 赵岩 王宇 郝振富 《中国海洋大学学报(自然科学版)》 CAS CSCD 北大核心 2022年第2期104-114,共11页
为了解决振动水柱式波浪能转换装置收集多向波浪问题,本文设计了半球形多向聚合波道振荡水柱气室结构,以适合远海单点波浪能采集和发电。在规则波正向入射条件下,基于流体仿真分析软件(FLUENT)、流体动力学连续性假设和粘性不可压缩流... 为了解决振动水柱式波浪能转换装置收集多向波浪问题,本文设计了半球形多向聚合波道振荡水柱气室结构,以适合远海单点波浪能采集和发电。在规则波正向入射条件下,基于流体仿真分析软件(FLUENT)、流体动力学连续性假设和粘性不可压缩流体动量守恒的运动方程(Navier-Stokes方程)建立半球形振荡气室和三维数值波浪水槽模型。仿真结果表明:增设气室后壁,合理设计波道开口角度实现多向迎波捕获波浪能,优化前壁形状可降低波浪触底反射带来的能量耗散,同时提高了气室内空气压强和出气口速度,有效提升波浪能俘获效率,为后续发电的二次能量转换提供高效的空气动力。 展开更多
关键词 波浪能 振荡水柱 数值波浪水槽 气室 流体动力
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Introduction of Fertigation in Sugarcane Production for Optimization of Water and Fertilizers Use
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作者 Daffa Alla Mohamed Abdel Wahab 《Agricultural Sciences》 2014年第11期945-957,共13页
A fertigation experiment was conducted during 2009/2010 and 2010/2011 seasons under com-mercial field conditions in Kenana Sugar Scheme, Sudan (latitude 13.10’N and longitude 32.40’E) in heavy clay soils, with 65% c... A fertigation experiment was conducted during 2009/2010 and 2010/2011 seasons under com-mercial field conditions in Kenana Sugar Scheme, Sudan (latitude 13.10’N and longitude 32.40’E) in heavy clay soils, with 65% clay, 24% silt, 11% sand and pH 7.5 - 8.5. The primary objective of this study was to compare different strategies for timing of injection, to develop management practices on the efficient use of water and fertilizers in production of sugarcane, maximize yield, and improve quality. In both seasons four treatments were studied in a randomized complete block design with three replications as: Injection of the dissolved urea (46% N) during entire irrigation time (100%), during the first half of the irrigation time, during the second half of the irrigation time, and Mechanical application of urea. The first three treatments were applied with the third irrigation cycle through the irrigation water so that nitrogen fertilizer in form of dissolved urea (46% N) was injected in irrigation water by means of pressure differential tank system which is based on the principle of a pressure differential being created by a valve and flow regulator forcing and injecting a varying amount of dissolved fertilizer into the irrigation water. In the fourth treatment the fertilizer spreader and rigid tine cultivator were used for urea application just before the third irrigation event. The reference evapotranspiration (ETo) and the amount of water required for irrigating sugarcane plants were calculated according to its phenological stages using Peman-Monteith approach. The results of this study support the general finding that the injection during the entire irrigation (100% of the irrigation) produced the best distribution uniformity of added urea. In this study, injection during the first half of the irrigation was not statistically different from injection during 100% of the irrigation. 展开更多
关键词 Irrigation Injection FERTIGATION Randomized SUGARCANE GATED Pipe hydro-flume EVAPOTRANSPIRATION Phenological STAGES
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