Gastone Francesca, Tosco Tiziana, Sethi Rajandrea
DIATI - Dipartimento di Ingegneria dell'Ambiente, del Territorio e delle Infrastrutture, Politecnico di Torino, C.so Duca degli Abruzzi 24, 10129 Torino, Italy.
DIATI - Dipartimento di Ingegneria dell'Ambiente, del Territorio e delle Infrastrutture, Politecnico di Torino, C.so Duca degli Abruzzi 24, 10129 Torino, Italy.
J Contam Hydrol. 2014 Oct;166:23-33. doi: 10.1016/j.jconhyd.2014.06.013. Epub 2014 Jul 5.
The present work is the first part of a comprehensive study on the use of guar gum to improve delivery of microscale zero-valent iron particles in contaminated aquifers. Guar gum solutions exhibit peculiar shear thinning properties, with high viscosity in static conditions and lower viscosity in dynamic conditions: this is beneficial both for the storage of MZVI dispersions, and also for the injection in porous media. In the present paper, the processes associated with guar gum injection in porous media are studied performing single-step and multi-step filtration tests in sand-packed columns. The experimental results of single-step tests performed by injecting guar gum solutions prepared at several concentrations and applying different dissolution procedures evidenced that the presence of residual undissolved polymeric particles in the guar gum solution may have a relevant negative impact on the permeability of the porous medium, resulting in evident clogging. The most effective preparation procedure which minimizes the presence of residual particles is dissolution in warm water (60°C) followed by centrifugation (procedure T60C). The multi-step tests (i.e. injection of guar gum at constant concentration with a step increase of flow velocity), performed at three polymer concentrations (1.5, 3 and 4g/l) provided information on the rheological properties of guar gum solutions when flowing through a porous medium at variable discharge rates, which mimic the injection in radial geometry. An experimental protocol was defined for the rheological characterization of the fluids in porous media, and empirical relationships were derived for the quantification of rheological properties and clogging with variable injection rate. These relationships will be implemented in the second companion paper (Part II) in a radial transport model for the simulation of large-scale injection of MZVI-guar gum slurries.
本研究是关于利用瓜尔胶改善污染含水层中微米级零价铁颗粒输送的综合研究的第一部分。瓜尔胶水溶液具有独特的剪切变稀特性,在静态条件下粘度高,在动态条件下粘度低:这对于储存MZVI分散体以及注入多孔介质都有利。在本文中,通过在填砂柱中进行单步和多步过滤试验,研究了瓜尔胶注入多孔介质相关的过程。通过注入几种浓度制备的瓜尔胶水溶液并采用不同溶解程序进行的单步试验的实验结果表明,瓜尔胶水溶液中残留的未溶解聚合物颗粒可能对多孔介质的渗透率产生显著负面影响,导致明显堵塞。将残留颗粒存在降至最低的最有效制备程序是在温水中(60°C)溶解,然后离心(程序T60C)。在三种聚合物浓度(1.5、3和4g/l)下进行的多步试验(即恒浓度注入瓜尔胶,流速逐步增加),提供了瓜尔胶水溶液在不同排放速率下流经多孔介质时的流变特性信息,这模拟了径向几何形状中的注入情况。定义了一种用于多孔介质中流体流变特性表征的实验方案,并推导了用于量化流变特性和不同注入速率下堵塞情况的经验关系。这些关系将在第二篇配套论文(第二部分)的径向输运模型中实施,用于模拟MZVI-瓜尔胶浆液的大规模注入。