Modeling Changes in the Composition of River Water with Discharged Wastewater: A Case Study in NW Russia

The technogenic impact of the development of the Lomonosov diamond deposit is associated with the discharge of quarry and drainage water into the river, which has a special conservation status. Earlier studies on the composition of bottom sediments showed that there are signs of increased accumulati...

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Main Authors: Alexander I. Malov, Evgeniya S. Sidkina, Mikhail V. Mironenko, Alexey S. Tyshov, Elena V. Cherkasova
Format: Article
Language:English
Published: MDPI AG 2022-01-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/14/2/165
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author Alexander I. Malov
Evgeniya S. Sidkina
Mikhail V. Mironenko
Alexey S. Tyshov
Elena V. Cherkasova
author_facet Alexander I. Malov
Evgeniya S. Sidkina
Mikhail V. Mironenko
Alexey S. Tyshov
Elena V. Cherkasova
author_sort Alexander I. Malov
collection DOAJ
description The technogenic impact of the development of the Lomonosov diamond deposit is associated with the discharge of quarry and drainage water into the river, which has a special conservation status. Earlier studies on the composition of bottom sediments showed that there are signs of increased accumulation of heavy metals and radionuclides at wastewater discharge sites. The purpose of this work was to predict changes in the composition of surface water and bottom sediment in the river during the further development of mining operations with brackish and salty water captured by drainage systems, the presence of which was established in the zone of their future influence. For this, a simulation of changes in the composition of the water in the river was carried out using the GEOCHEQ software package by minimizing the free energy of the system using a convex simplex algorithm. It was found that the maximum salinity of surface water can reach 1.51 g/L. In this case, the MPC of Cl<sup>−</sup>, Na<sup>+</sup>, SO<sub>4</sub><sup>2−</sup>, Mg<sup>2+</sup>, Sr, V, and U can be exceeded for fishery watercourses. The genetic basis of the accumulation of these components in solutions for mixing was considered. According to the calculations, when about 5000 m<sup>3</sup>/h of drainage water is discharge d into the river, the mass of precipitated chemical elements will be 56–191 t/h, including up to 2.1 t/h of iron; therefore, accumulation in the discharge zone must be controlled.
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spelling doaj.art-5deff958751b46ff84d4c7d097b3a3a42023-11-23T15:43:54ZengMDPI AGWater2073-44412022-01-0114216510.3390/w14020165Modeling Changes in the Composition of River Water with Discharged Wastewater: A Case Study in NW RussiaAlexander I. Malov0Evgeniya S. Sidkina1Mikhail V. Mironenko2Alexey S. Tyshov3Elena V. Cherkasova4N. Laverov Federal Center for Integrated Arctic Research of the Ural Branch of the Russian Academy of Sciences, 23 Severnoy Dviny Emb., 163061 Arkhangelsk, RussiaVernadsky Institute of Geochemistry and Analytical Chemistry of Russian Academy of Sciences, 19 Kosygin st, 119991 Moscow, RussiaVernadsky Institute of Geochemistry and Analytical Chemistry of Russian Academy of Sciences, 19 Kosygin st, 119991 Moscow, RussiaN. Laverov Federal Center for Integrated Arctic Research of the Ural Branch of the Russian Academy of Sciences, 23 Severnoy Dviny Emb., 163061 Arkhangelsk, RussiaVernadsky Institute of Geochemistry and Analytical Chemistry of Russian Academy of Sciences, 19 Kosygin st, 119991 Moscow, RussiaThe technogenic impact of the development of the Lomonosov diamond deposit is associated with the discharge of quarry and drainage water into the river, which has a special conservation status. Earlier studies on the composition of bottom sediments showed that there are signs of increased accumulation of heavy metals and radionuclides at wastewater discharge sites. The purpose of this work was to predict changes in the composition of surface water and bottom sediment in the river during the further development of mining operations with brackish and salty water captured by drainage systems, the presence of which was established in the zone of their future influence. For this, a simulation of changes in the composition of the water in the river was carried out using the GEOCHEQ software package by minimizing the free energy of the system using a convex simplex algorithm. It was found that the maximum salinity of surface water can reach 1.51 g/L. In this case, the MPC of Cl<sup>−</sup>, Na<sup>+</sup>, SO<sub>4</sub><sup>2−</sup>, Mg<sup>2+</sup>, Sr, V, and U can be exceeded for fishery watercourses. The genetic basis of the accumulation of these components in solutions for mixing was considered. According to the calculations, when about 5000 m<sup>3</sup>/h of drainage water is discharge d into the river, the mass of precipitated chemical elements will be 56–191 t/h, including up to 2.1 t/h of iron; therefore, accumulation in the discharge zone must be controlled.https://www.mdpi.com/2073-4441/14/2/165quarry waterswastewaterriver watersbottom sedimentsmodeling
spellingShingle Alexander I. Malov
Evgeniya S. Sidkina
Mikhail V. Mironenko
Alexey S. Tyshov
Elena V. Cherkasova
Modeling Changes in the Composition of River Water with Discharged Wastewater: A Case Study in NW Russia
Water
quarry waters
wastewater
river waters
bottom sediments
modeling
title Modeling Changes in the Composition of River Water with Discharged Wastewater: A Case Study in NW Russia
title_full Modeling Changes in the Composition of River Water with Discharged Wastewater: A Case Study in NW Russia
title_fullStr Modeling Changes in the Composition of River Water with Discharged Wastewater: A Case Study in NW Russia
title_full_unstemmed Modeling Changes in the Composition of River Water with Discharged Wastewater: A Case Study in NW Russia
title_short Modeling Changes in the Composition of River Water with Discharged Wastewater: A Case Study in NW Russia
title_sort modeling changes in the composition of river water with discharged wastewater a case study in nw russia
topic quarry waters
wastewater
river waters
bottom sediments
modeling
url https://www.mdpi.com/2073-4441/14/2/165
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