太阳能直抽小型喷灌管网的优化设计

Dennis Obura, Derrick Dadebo, Julius Odeke
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引用次数: 1

摘要

今天,世界各地的农业部门都面临着缺水危机和与之相关的众多挑战。在不损害可持续性的情况下,以更经济的方式利用稀缺的水资源来满足灌溉用水需求是非常重要的。本研究旨在应用水力建模工具EPANET2.2进行太阳能直泵喷灌系统的优化设计。研究表明,设计的太阳能喷灌系统每班水量为20.88 m3/hr,降水速率为6.02 mm/h。应安装一台潜水泵,Grundfos SP17-13,最大扬程约85,送水量高达20.88 m3/hr。需要安装48块250瓦的单晶面板,足以满足番茄作物5.72毫米/天的峰值灌溉需求,从而足以满足其他园艺作物的用水需求。选择太阳能的主要原因是经过验证的效率以及操作和维护的低成本。基于EPANET2.2模型的水力仿真结果表明,系统内最小压力为33.10 m,最大压力为82 m。系统内流速为0.67 ~ 2.37 m/s,在可接受范围内。输送管道选用od75mm HDPE管,压力等级PN10,长度500m。副总管应为额定压力pn6、长度210m的od63mm UPVC管。喷头侧支采用od25mm HDPE管,压力等级为PN6,间距为12 × 12m
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Optimized Designing of Solar Powered Direct Pumping Small Scale Sprinkler Irrigation Pipe Networks
Today, the agricultural sector world over is confronted with a water scarcity crisis and the related numerous challenges. Harnessing the scarce water resources to meet the irrigation water requirement in a more economical way without compromising sustainability is very vital. The present study aims at applying EPANET2.2, a hydraulic modelling tool, in the optimization design of a solar-powered direct pumping sprinkler irrigation system. This study has shown that the designed solar-powered sprinkler irrigation system capacity is 20.88 m3/hr per shift with a precipitation rate of 6.02 mm/h. A submersible pump, Grundfos SP17-13, shall be installed, operating at a maximum head of approximately 85 to deliver water up to 20.88 m3/hr. 48 in number, 250 Watts monocrystalline panels shall be installed, and, are more than sufficient to meet the peak water irrigation requirement of 5.72 mm/day for tomato crop thus, sufficient to meet the water demands of other horticultural crops. Choice of solar energy was majorly ascribed to proven efficiency in addition to low costs involved in operation and maintenance. Hydraulic simulation results from the EPANET2.2 model indicate that the minimum pressure within the systems is 33.10 m observed at the last sprinkler of the farthest plot while the maximum pressure is 82 m of water observed at the node next to the pumping station. The velocity of flow within the system ranges from 0.67-2.37 m/s which is within the acceptable limit. The transmission pipeline shall be made of OD75 mm HDPE pipe of pressure rating PN10 of 500 m length. The sub-main shall be OD63 mm UPVC pipes of pressure rating PN 6, 210 m length. The sprinkler laterals shall be OD25 mm HDPE pipes of pressure rating PN6 spaced at 12 x 12 m
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