Phosphorus removal from aqueous solution using Al-modified Pisha sandstone
Graphical abstract
Introduction
In the border region between Shanxi, Shaanxi and Inner Mongolia within Northwest China (total area of 5.44 × 104 km2), the main soil types are aeolian sandy soil and loess soil, and Pisha sandstone can be found in 1/3 of this area (Zhen et al., 2016), as shown in Fig. 1. Pisha sandstone (also known as “feldspathic sandstone” (Han et al., 2012a), “soft rock” (Sun and Han, 2018), and “montmorillonite-enriched sandstone” (Jia et al., 2019)) is a kind of sandstone interbedded with thick sandstone, sandy shale and shale, found in the Permian, Triassic, Jurassic, and Cretaceous strata (Zhen et al., 2016). It can be as hard as stones when dry and as soft as mud when wet, and these properties result in the severe erosion of water and soil in this area. As a result, it is the main source of coarse sediment in the upper and middle reaches of the Yellow River and its soil erosion rate is approximately 20,000 t/(km2·a), making this area “the most severe soil eroded area in the world” (Ma and Zhang, 2016). A study showed that the main mineral composition of Pisha sandstone includes quartz, montmorillonite and calcite, and the content of montmorillonite is as high as 30% (Wang et al., 2013). Due to the high content of montmorillonite, Pisha sandstone has a relatively high cation exchange capacity (CEC) and thus a certain adsorption capacity. As an inexpensive and easily obtained material, Pisha sandstone could be utilized as a resource to reduce its hazards and broaden its application. Therefore, studying the resource utilization of Pisha sandstone is worthwhile. A study has proved that incorporating Pisha sandstone into sandy soil can significantly increase soil water retention (She et al., 2014). Over 1600 hm2 of new arable farmland can be produced by mixing Pisha sandstone with sandy soil (Han et al., 2012b). To date, Pisha sandstone has been studied as a topsoil for mine land reclamation (Jia et al., 2019), a geopolymer cement for soil and water conservation (Dong et al., 2014), a cementitious material for construction (Li et al., 2018), and an adsorbent for pollutants such as Cd(II) and Cu(II) (Wang et al., 2020), Pb(II) (Wen et al., 2014), phosphate (She et al., 2015a) and ammonium nitrogen (She et al., 2015b). However, although it has shown acceptable adsorption capacities for heavy metals and ammonium nitrogen, the adsorption ability for phosphorus is not too high.
It is well known that phosphorus is an essential element for plant growth (Orhan et al., 2006), but it also causes eutrophication. Currently, approaches for removing phosphorus from water include biological (Yuan et al., 2012), chemical (Kim et al., 2015), and adsorption methods (Qiao et al., 2019). Of these approaches, the adsorption method is widely used due to its high efficiency, recyclability, simple operation and low sludge yields (Peng et al., 2020). Materials studied for phosphorus removal include biochars (Yao et al., 2013a), clay minerals (Fang et al., 2017), and metal oxides (Li et al., 2016). However, the phosphate adsorption performance of raw adsorbent materials, such as biochars (Liao et al., 2018) and natural clay minerals (Huang et al., 2014) is poor. In this case, many modification methods, such as chitosan modification (Cui et al., 2016), inorganic-organic modification (Ma et al., 2016) and metal modification (Cui et al., 2020) have been used to improve the adsorption capacities. A study showed that a 20% Al-modified biochar had a maximum PO43− adsorption capacity of 57.49 mg/g, which was significantly higher than that of the unmodified biochar (Yin et al., 2018). Recent studies showed that Pisha sandstone exhibits effective retention of water (Jia et al., 2019) and adsorption of ammonium nitrogen (She et al., 2015b), but its phosphorus adsorption is poor (She et al., 2015b). The theoretical Langmuir phosphorus adsorption capacity of Pisha sandstone is 99 mg/kg (She et al., 2015a), which is still relatively low. Therefore, the phosphorus adsorption capacity of Pisha sandstone must be further enhanced to improve its effectiveness as a eutrophication treatment agent and broaden its utilization as a resource. Al modification is a possible means for improving phosphorus adsorption on Pisha sandstone and increasing the phosphorus content of soil without introducing new pollutants.
To date, few studies have investigated phosphorus adsorption by modified Pisha sandstone so far. Therefore, the objective of this study is to determine whether Al modification can enhance the phosphorus adsorption capacity of Pisha sandstone. The most economically appropriate modification ratio was determined, and a series of laboratory experiments were conducted to determine the adsorption mechanism and characteristics. This study can provide a theoretical basis for the resource utilization of Pisha sandstone as a eutrophication treatment agent and inspire new ideas for the application of other montmorillonite-enriched materials used in sandy soil amendments.
Section snippets
Materials
Pisha sandstone was collected in Nuanshui Town, Jungar Banner, Ordos in the Inner Mongolia Autonomous Region in northwest China, and the basic properties and mineral composition are listed in Table 1 (She et al., 2015a).
Preparation of Al-PS
After removing debris, Pisha sandstone was air-dried, ground and passed through a 0.25-mm sieve, and the resulting sample was denoted PS. The samples were fabricated by placing 10 g PS into 250-mL conical flasks, and then adding 100 mL AlCl3 solution with nine different
Effect of the Al-to-PS ratio on phosphate adsorption
Fig. 2 shows that the P adsorption capacities of the modified PS were significantly higher than that of the raw PS (0.129 mg/g). As the Al-to-PS ratio increased, more P was adsorbed on the modified PS, and the adsorption capacity was the highest (4.849 mg/g) when the Al-to-PS ratio was 0.81:1. Hence, the optimal modification ratio was 0.81:1. No further significant increase was observed when the Al-to-PS ratio increase from 0.81:1 to 3:1. To obtain this maximum adsorption capacity, the Al-to-PS
Conclusions
As the Al modification ratio increased, the P adsorption capacities of Al-PS increased and the optimal Al-to-PS ratio was 0.81:1. Considering the modification cost and P removal efficiency, it was decided to apply 0.27:1 the Al-to-PS mass ratio in batch adsorption experiments and characterization.The pseudo-second-order model described the P adsorption kinetics of Al-PS, and the Temkin model described the P adsorption isotherms of Al-PS, indicating that P adsorption on Al-PS occurred via a
CRediT authorship contribution statement
Junpeng Wang: contributed to project design, contributed to perform experiment, contributed to data analyses, interpretation and manuscript writing. Qing Zhen: contributed to project design, contributed to data analyses, interpretation and manuscript writing. Junwei Xin: contributed to perform experiment. Yu Wang: contributed to perform experiment. Xingchang Zhang: contributed to project design.
Declaration of competing interest
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Acknowledgments
This study was supported by The Science and Technology Service Network Initiative (KFJ-STS-QYZD-177) of the Chinese Academy of Science, The Light of West China Program of the Chinese Academy of Sciences (XAB2019B12), The Youth Talent Plan Foundation of Northwest A&F University (2452019014) and Scientific Research Program from State Key Laboratory of Soil Erosion and Dryland Farming on the Loess Plateau, Institute of Soil and Water Conservation, CAS & MWR (A314021402-2010).
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These authors contributed equally to this work.