Rapid and clean dewatering of dredged sediment via coupling of a two-step flocculation and geotextile filtration

Abstract

The use of flocculation processes coupled with geotextile technology for dredged sediment dewatering is promising in recent years. However, two main issues are encountered: firstly, the occurrence of clogging resulting in reduced dewatering rate, and secondly, contamination of the residual water, necessitating additional treatment, consequently leading to an increase in operational costs. Therefore, this study proposed an innovative approach employing a two-step flocculation combined with geotextile filtration method to achieve rapid and clean dewatering of dredged sediment. The jar test implementation of a two-step flocculation process at the optimal flocculation dosages resulted in a dewatering rate that was about 16.7 times compared to commercial flocculant (APAM) conditioning. The increased dewatering rate is mainly attributed to the formation of large and compact flocs aggregates (d50 > 160 μm) formed through the two-step flocculation. These aggregates facilitate the formation of a filter cake with a high porosity of 45 %, a low tortuosity of 1.53, a uniform pore-throat structure, and excellent connectivity of pore space. Compared with APAM, the value of turbidity, COD, NH4+-N, and phosphorus in the residual water can be decreased from 36.4 to 3.8 NTU, 28.6 to 8.3 mg/L, 2.3 to 1.6 mg/L, 0.15 to 0.04 mg/L, respectively, which meet the environmental quality standards for surface water (type V) in China. In addition, the technology is proven to be economical as the cost of flocculants is less than half the cost of other reported flocculants. Overall, this work presents a new and cost-effective approach for achieving both rapid and clean dewatering of dredged sediments, which is very promising for practical applications.