Impact of Sodium Tripolyphosphate on the Rheological Properties of Dams Sediments and Friction Factor during Hydraulic Dredging of Dams

Brahim Lakhache, L. Hammadi, L. Gaidi
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Abstract

The transporting of sediments across watershed systems and their placement in reservoirs causes expensive issues for the operators of dams in many different nations throughout the world. In addition to the reservoir's functional capacity steadily decreasing as sediment settles in it, silt removal is a sensitive and challenging process that frequently necessitates taking the reservoir out of service, which is practically unachievable in dry and semi-arid regions. De-silting by hydraulic dredging has recently become a necessity to increase their longevity. But during this operation there are load loss exists so it is necessary to find solutions to reduce it. The present paper revealed that use the Sodium Tripolyphosphate as a reducing agent of the friction factor during the hydraulic dredging of dams. To carry out this study, a rheumatic characterization of dams sediments and dams sediments -sodium tripolyphosphate mixtures was carried out using a torque controlled rheometer (Discovery Hybrid Rheometer DHR2 from TA instrument). The flow curves as a function of dose of sodium tripolyphosphate added to dam sediments were analysed by the modified Cross model. It is clearly shown, in this work, when the quantity of sodium tripolyphosphate is less than of 0.4 % causes a decrease in the yield stress, the zero shear rate viscosity (lower Newtonian plateau) and the infinite shear rate viscosity (upper Newtonian plateau). However, when dose of sodium tripolyphosphate is greater than the critical dose, the the yield stress, the zero shear rate viscosity (lower Newtonian plateau) and the infinite shear rate viscosity (upper Newtonian plateau) are increased. As a result, this study find that the increase on thixotropic behavior of dams sediments is occurred by the addition of sodium tripolyphosphate in a concentration ranging between 0.2 wt% and 0.8 wt% to 40 wt% and 45 wt% of dams sediments. The study also demonstrated that adding of 0.4 wt% of sodium tripolyphosphate to 40 wt% and 45 wt% dam sediments decreased the friction factor by 96% and 25% respectively.
三聚磷酸钠对大坝泥沙流变特性及水力疏浚过程中摩擦系数的影响
在世界上许多不同的国家,跨越流域系统运输沉积物并将其放置在水库中给水坝运营商带来了昂贵的问题。除了水库的功能容量随着泥沙的沉淀而稳步下降外,泥沙的清除是一个敏感和具有挑战性的过程,经常需要使水库停止使用,这在干旱和半干旱地区实际上是不可能实现的。最近,为了延长它们的使用寿命,必须用水力疏浚来进行除淤。但在运行过程中存在着负载损耗,因此有必要寻找降低负载损耗的方法。本文揭示了采用三聚磷酸钠作为水坝水力疏浚过程中摩擦因数的还原剂。为了开展这项研究,使用扭矩控制流变仪(来自TA仪器的Discovery Hybrid rheometer DHR2)对水坝沉积物和水坝沉积物-三聚磷酸钠混合物进行了风湿病表征。采用修正的Cross模型,分析了三聚磷酸钠对大坝沉积物的流量随剂量的变化曲线。结果表明,当三聚磷酸钠用量小于0.4%时,屈服应力、零剪切速率黏度(下牛顿平台)和无限剪切速率黏度(上牛顿平台)均有所降低。而当三聚磷酸钠剂量大于临界剂量时,屈服应力、零剪切速率黏度(下牛顿平台)和无限剪切速率黏度(上牛顿平台)均增大。因此,本研究发现,水坝沉积物触变行为的增加是通过添加浓度在0.2 wt%至0.8 wt%至40 wt%至45 wt%之间的三聚磷酸钠而发生的。研究还表明,在40 wt%和45 wt%的大坝沉积物中添加0.4 wt%的三聚磷酸钠,分别使摩擦系数降低96%和25%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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