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Simple Polyacrylamide Dosing Systems for Turbidity Reduction in Stilling Basins

机译:简单的聚丙烯酰胺加药系统,可降低静水盆地的浊度

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Stilling basins are often ineffective in reducing turbidity and total suspended solids (TSS) in water containing fine sediments. This study determined the effectiveness of two polyacrylamide (PAM) dosing systems to flocculate suspended materials and the influence that porous baffles have on the two systems. Turbid water was generated by injecting soil into pond water flowing into a mixing basin for 30 min. Turbid water containing mostly fine suspended sediments was pumped from the surface of the mixing basin to a test stilling basin with physical and chemical treatments. The physical treatments were either an open basin or one with three porous baffles of 900 g m -3 coir matting. The chemical treatment was either passive using a PAM block or active using a PAM solution injected into the water pump intake at 4 mg L -1 in the pumped water. The passive treatment involved pumping turbid water over the PAM block at the basin entrance, dissolving the PAM as the water flowed over the block. Sampling for turbidity and total suspended solids (TSS) was done at 5 min intervals at the inlet, outlet weir, and four surface and bottom points inside the basin. In laboratory screening for PAM formulation and dose, tests conducted with whole soil resulted in greatly reduced turbidity, while those with only the suspended fraction had a much lower turbidity reduction. In the stilling basin, detention times of 1.5 or 24 h both had no effect on turbidity or TSS at the outlet. The turbidity of untreated discharges ranged from 220 to 260 nephelometric turbidity units (NTU), while both active and passive dosing significantly decreased the turbidity by 66% to 88%. Porous baffles had little effect compared to the PAM treatment. The active PAM treatment significantly reduced TSS at the outlet by up to 80%, but the 45% to 65% reduction by the passive system was not significantly different from the untreated tests. Patterns within the basins indicated that suspended flocs in PAM-treated water may have been intercepted and removed by the sloped dam wall, a phenomenon not observed in the untreated water.
机译:静水盆地通常在减少含细沉积物的水中的浊度和总悬浮固体(TSS)方面无效。这项研究确定了两种聚丙烯酰胺(PAM)配料系统絮凝悬浮物的有效性以及多孔挡板对这两种系统的影响。通过将土壤注入流入混合盆的池塘水中30分钟来产生浑浊的水。经过物理和化学处理的混浊水主要由细小的悬浮沉积物从混水盆的表面泵送到测试静水盆中。物理处理可以是开放式水池,也可以是带有三个900 g m -3椰棕垫的多孔挡板的物理处理。化学处理可以使用PAM块进行被动处理,也可以使用注入水泵中4 mg L -1的PAM溶液进行化学处理。被动处理包括将浑浊的水泵送到盆地入口处的PAM块上方,使水在块上方流动时溶解PAM。在进水口,出水口堰以及水池内部的四个表面和底部以5分钟的间隔进行浊度和总悬浮固体(TSS)的采样。在实验室筛查PAM的配方和剂量时,对全土壤进行的测试大大降低了浊度,而只有悬浮部分的浊度降低得低得多。在静水盆中,滞留时间为1.5或24 h都对出口处的浊度或TSS没有影响。未经处理的排放物的浊度范围为220至260浊度浊度单位(NTU),而主动和被动加料均显着降低了浊度66%至88%。与PAM处理相比,多孔挡板几乎没有效果。主动PAM处理可将出口处的TSS降低多达80%,但被动系统将TSS降低45%至65%与未处理的测试并无显着差异。盆地内的模式表明,在倾斜的坝壁上可能已经拦截并清除了PAM处理过的水中的悬浮絮状物,这种现象在未处理过的水中没有发现。

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