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Non-pressure compensating emitters using treated sewage effluent for irrigation

机译:使用经处理的污水进行灌溉的非压力补偿排放器

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This study aimed to evaluate the obstruction of non-pressure compensating emitters using treated sewage effluent (TSE) for irrigation. A drip irrigation system with six models of emitters (encoded) was installed in level field conditions. TSE coming from a sewage treatment station was used as irrigation water after being filtered through a disc filter (120 mesh). Seven flow rate evaluations of drippers operating at 100kPa were performed (0, 100, 200, 300, 400, 500 and 600h of operation). The experimental design was randomized in a 6??7 factorial arrangement (6 models and 7 times), with four repetitions, and Tukeya??s test was used to compare means. Relative flow rate (Qr), the flow rate coefficient of variation (CVQ) and degree of clogging (GE) were determined. There was a reduction in flow rate in five dripper models, which are susceptible to clogging. The model with rated flow stood out against the others, showing a Qr of 100.52%, CVQ of 2.76% and GE of 0.49%. The use of TSE changed the Qr of the drippers after 600h of operation.
机译:这项研究旨在评估使用经处理的污水(TSE)进行灌溉时对非压力补偿排放源的阻塞。在水平现场条件下安装了具有六个型号的喷头(编码)的滴灌系统。来自污水处理站的TSE经过盘式过滤器(120目)过滤后用作灌溉用水。进行了以100kPa运行的滴头的七个流速评估(运行0、100、200、300、400、500和600h)。实验设计以6×7阶乘的安排(6个模型和7次)随机进行,重复4次,并使用Tukeya?s检验比较均值。确定了相对流量(Qr),流量变化系数(CVQ)和堵塞程度(GE)。五个滴头型号的流速降低,这些型号容易堵塞。具有额定流量的模型相对于其他模型表现突出,其Qr为100.52%,CVQ为2.76%,GE为0.49%。在运行600h后,使用TSE改变了滴头的Qr。

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