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In this laboratory study different combinations of bed (sand, pebble gravel [gravel], and a mix of sand and gravel) and flow (typical and overtopping) were experimented with to investigate the impact of porous deflectors in flow diversity, water quality, and fish performance in prismatic open channels. Deflectors changed the gradually varied flow to a rapidly varied flow, as a sudden change in the water depth was observed at the deflectors, and this change was large for smooth beds. With the presence of gravel, the scouring near the downstream deflector was almost twice that of the sand bed, and with the scouring at its own upstream deflector, irrespective of whether the flow was typical or overtopping. This behavior was a result of sand mobilization due to shear stress and sand mobilization aided gravel transport. The mixed bed showed less gravel movement compared to the gravel-only bed. The percentage of sediment washed out was minor for all bed scenarios, indicating that sediment transport was local. Relative to the sand bed without deflectors (representing a typical urban canal), deflectors resulted in reduced and improved water quality (in terms of sediment load) for sand, and mixed bed, respectively. The fishes found refuge and were comfortable in the pool areas created by deflectors unlike in channels without deflectors where they showed exhaustion. 相似文献
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Gabriel N. de O. Teixeira Arthur M. S. da Cruz Gisella R. L. Samanamud Alexandre B. França Luzia L. R. Naves Diego Melo 《Journal of environmental science and health. Part. B》2020,55(1):19-29
AbstractThe main objective of this study is the degradation of a synthetic solution of atrazine by a modified vermiculite catalyzed ozonation, in a rotating packed bed (RPB) reactor. A 0.5?L RPB reactor was used to perform the experiments, using a Central Composite Design (CCD) response surface to construct the quadratic model based on the factors: pH, catalyst concentration and reactor rotation frequency. The response variable was the removal of the organic load measured in terms of Chemical Oxygen Demand (COD). After the complete quadratic model was constructed through the response surface, the COD degradation process had an optimal removal of 41% under the following conditions: pH 8.0, rotation of 1150?rpm and catalyst concentration 0.66?g L?1. 相似文献
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天然沸石床处理受污染景观水体的试验 总被引:2,自引:0,他引:2
采用天然沸石滤床对富营养化景观湖水进行净化试验,结果表明,天然沸石滤床能有效地净化受污染的湖水,CODCr、氨氮、总磷和浊度的去除率分别为35.8%、95.0%、66.7%和78.0%,沸石能有效地去除水中的氨氮,其作用机理包括离子交换和生物硝化两种作用。 相似文献
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复极性固定床电解槽内电极电位的分布 总被引:25,自引:1,他引:25
本文通过设计独特的测量和检验实验装置,对复极性固定床电解槽内的电极电位进行了测试。发现了槽内反应的动力就是槽内粒子与溶液的电位之差,可通过调节它的变化来控制反应的进行。 相似文献
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全程自养脱氨氮悬浮填料床反应器性能的研究 总被引:8,自引:0,他引:8
以NH+4-N溶液为基质建立和启运了全程自养脱氨氮悬浮填料床反应器,反应器连续运行的实验结果表明在pH为8.0~8.5、溶解氧为0.7~1.0mg/L和温度为28℃的条件下.当氨氮表面负荷为2~2.5g/(m2@d)时,其表面去除速率为1.1~1.3/(m2@d),全程自养脱氮率基本稳定在55%左右;全程自养脱氮的最适pH范围为7.5~8,5,其中最佳pH为8.0左右;最适溶解氧范围为0.5~1.5mg/L,其中尤以0.8~1.0ms/L左右为最佳. 相似文献