首页> 外文期刊>Journal of Agricultural Engineering >Hydraulic Performance of Drip Irrigation System withMunicipal Wastewater
【24h】

Hydraulic Performance of Drip Irrigation System withMunicipal Wastewater

机译:用摩擦污水滴灌系统的液压性能

获取原文
获取原文并翻译 | 示例
           

摘要

Generation of wastewater in huge amounts is putting a lot of pressure on irrigation engineers for its safe disposal or reuse in agriculture. Though wastewater could contribute to major and minor nutritional requirement of crops, but the presence of microbial contaminants and toxic elements limits its use. Utilization of wastewater for irrigation through drip irrigation system seems to be a good choice to reduce the chances of contamination due to restricted quantity of water application. Since clogging in such a situation would be the main problem, its remediation is required for enhanced utilization of wastewater through drip irrigation system. Physical and chemical characteristics of wastewater were determined and compared with ground water. Whilehigher EC, pH, Mg, and carbonate were observed in ground water, wastewater contained higher turbidity, total solids, HCO_3, and Ca. Population of total coliforms (2.72xl0~4 to 5.2xl0~7) and E. coll (1.8xl0~3 to 2.64xl0~6) were detected in wastewater. The hydraulic performance of drip emitters was studied for two years (2009 and 2010) with municipal wastewater and ground water using gravel media (Fl), disk filter (F2) and combination of gravel and disk filters (F3). Filtration using F3 gave emitter discharge exponent close to 0.5 with R~2 value of 0.99. Emitter flow rate decreased with increase in time of operation of the system. Coefficient of variation less than 4% with wastewater and ground water showed excellent performance in surface placed drip lateral after two years of operation. After filtration with F3, coefficient of variation (CV ) of 4.0 % with wastewater and 6.46 % with ground water was observed under subsurface (15 cm deep) placement of laterals.
机译:巨额污水的产生是对灌溉工程师的安全处置或在农业中重复使用时对灌溉工程师进行了大量压力。虽然废水可能有助于农作物的主要和较小的营养需求,但是微生物污染物和有毒元素的存在限制了其使用。通过滴灌系统利用废水用于灌溉灌溉似乎是减少由于限制水分施用量导致污染机会的良好选择。由于这种情况下的堵塞是主要问题,因此通过滴灌系统提高废水的实施需要其修复。确定废水的物理和化学特性,并与地面水进行比较。虽然在地水中观察到IC,pH,Mg和碳酸盐,废水含有较高的浊度,总固体,HCO_3和CA。在废水中检测到总大肠菌种群(2.72×10〜4至5.2×10〜7)和E.Coll(1.8x10〜3至2.64xl0〜6)。使用砾石介质(FL),磁盘过滤器(F2)和砾石滤波器(F3)的组合,研究了滴灌发射器的液压性能两年(2009年和2010年),并使用砾石介质(FL),盘式过滤器(F2)和砾石滤波器(F3)的组合。使用F3的过滤使发射极放电指数接近0.5,R〜2值为0.99。发射极流量随系统运行时间的增加而降低。含有废水的变异系数小于4%,在两年后,表面放置的表面滴水显示出优异的性能。在用F3过滤后,在侧面(15cm深)放置下,在侧面的底面(15cm深)下观察到废水的变异系数(CV)4.0%和6.46%。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号