巴西半干旱区石油开采处理水稀释后滴管流量的变化

H. S. M. Vale, D. O. Costa, R. O. Batista, L. C. A. L. Filho, M. K. T. D. Oliveira, F. A. Oliveira, Marcelo Tavares l Gurge, J. O. Pereira, J.C.S. Portela, Marineide Jussara Diniz, B. Marques, Francisca Evânia de Carvalho, Ana Luiza Veras de Souza
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摘要

地下和海上石油开采产生的被称为“采出水”的液体残留物大量产生,具有严重的污染潜力。在巴西半干旱地区,这种液体可以应用于农业用地,如果适当处理和应用于土壤滴。这是一种可以缓解水资源短缺和对环境影响的替代方案。然而,滴管堵塞的脆弱性是一个问题,可以通过稀释技术加以缓解。分析了地下水处理采出水稀释后滴管的流量变化规律。试验采用完全随机分割-分割图设计,3个重复。各组处理分别为D1: 100% UW, D2: 90% UW和10% PW, D3: 80% UW和20% PW, D4: 70% UW和30% PW, D5: 60% UW和40% PW。分块图由不同滴管类型组成(G1: 1.6 L h-1, G2: - 1.6 L h-1, G3: 1.7 L h-1),分块图由评价时间组成(0、40、80、120和160 h),每隔40 h测定一次流量(D)和流量变异系数(FCV),直至160 h。结果表明,G3滴管最耐堵塞。D2和D3的稀释度对滴注单元的水力性能损失最小。在D5稀释条件下,G2发射器的堵塞率最高
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Flow rate changes of drippers with dilutions of treated water produced by oil exploration in the Brazilian semiarid region
The liquid residue called “produced water” from the exploitation of oil in the ground and sea is generated in large volumes and has significant polluting potential. In the Brazilian semiarid region, this liquid can be applied to the agricultural lands, if properly treated and applied to the soil by dripping. It is an alternative that can mitigate water scarcity and impacts on the environment. However, the vulnerability of drippers to clogging is a problem and can be mitigated with the dilution technique. The flow rate changes of drippers for the application of dilutions of produced water treated (PW) with underground water (UW) was analyzed. The experiment was conducted in a completely randomized split-split-plot design with three replications. Plots consisted of treatments (D1: 100% of UW, D2: 90% of UW and 10% PW, D3: 80% of UW and 20% of PW, D4: 70% of UW and 30% of PW and D5: 60% of UW and 40% of PW). The split-plots consisted of types of drippers (G1: 1.6 L h-1, G2: - 1.6 L h-1, G3: 1.7 L h-1) and split-split-plots consisted of evaluation times (0, 40, 80, 120 and 160 h). Flow rate (D) and flow rate coefficient of variation (FCV) were taken every 40 hours untill 160 h. The results showed that the G3 emitter was the most resistant to clogging. The dilutions D2 and D3 provided the lowest losses in hydraulic performance in the drip units. The highest rates of clogging occurred in the G2 emitter operating in the D5 dilution
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