Approaches to reducing sanitary protection zones of coastal groundwater intakes

Q4 Medicine
Anton M. Nikulenkov, Leonid N. Sindalovskiy, Gennadiy B. Yeremin, Darya S. Borisova, Natal’ya A. Mozzhukhina, Vladimir V. Megorskiy, Roman V. Buzinov
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 Materials and methods. Laws & Acts regulating relations in the Design and Establishment of SPZ, SPZ Projects & related Scientific References. The methodological basis for reducing the zones of sanitary protection of coastal water intakes was undertaken using the hydrodynamic and geo-migration analytical calculations included within the ANSDIMAT software package. 
 Results. When designing a coastal groundwater intake and developing a SPZ project, the following sequence of actions are recommended to reduce or completely avoid the management of the SPZ on a surface watercourse: 1. Locate the onshore groundwater intake in such a way that the 3rd belt of the SPZ is not close to the surface watercourse. 2. Estimate the pollution migration time. If it is more than four hundred days, then it is possible to abandon the management of the 2nd zone of the SPZ on the surface watercourse, and if the migration time of the pollution is more than 25 years, then the 3rd belt can also be completely abandoned. 3. Even with a constant excess of MPC (Maximum Permissible Concentration) in river waters, it is still possible to justify such a well flow rate that will not lead to an excess of MPC in water intake. 4. If it is impossible to fulfill the required project conditions, then it is necessary to manage the SPZ belts both for underground water intake and for the surface watercourse. 
 Conclusion. Our recommendations for developing underground onshore water intakes make it possible to use all the advantages of onshore water intakes, whilst not withdrawing large areas from economic use.","PeriodicalId":12550,"journal":{"name":"Gigiena i sanitariia","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2023-10-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Gigiena i sanitariia","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.47470/0016-9900-2023-102-8-757-763","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"Medicine","Score":null,"Total":0}
引用次数: 0

Abstract

Introduction. The article discusses methods to reduce the 2nd and 3rd Sanitary Protection Zones (SPZ) on the surface watercourse for the intake of onshore groundwater. There are presented basic hydrodynamic and geo-migration analytical solutions allowing the estimation the time of the pollution migration from the river to the underground water intake. These basic analytical solutions also estimate the degree of dilution of river waters by groundwater. Materials and methods. Laws & Acts regulating relations in the Design and Establishment of SPZ, SPZ Projects & related Scientific References. The methodological basis for reducing the zones of sanitary protection of coastal water intakes was undertaken using the hydrodynamic and geo-migration analytical calculations included within the ANSDIMAT software package. Results. When designing a coastal groundwater intake and developing a SPZ project, the following sequence of actions are recommended to reduce or completely avoid the management of the SPZ on a surface watercourse: 1. Locate the onshore groundwater intake in such a way that the 3rd belt of the SPZ is not close to the surface watercourse. 2. Estimate the pollution migration time. If it is more than four hundred days, then it is possible to abandon the management of the 2nd zone of the SPZ on the surface watercourse, and if the migration time of the pollution is more than 25 years, then the 3rd belt can also be completely abandoned. 3. Even with a constant excess of MPC (Maximum Permissible Concentration) in river waters, it is still possible to justify such a well flow rate that will not lead to an excess of MPC in water intake. 4. If it is impossible to fulfill the required project conditions, then it is necessary to manage the SPZ belts both for underground water intake and for the surface watercourse. Conclusion. Our recommendations for developing underground onshore water intakes make it possible to use all the advantages of onshore water intakes, whilst not withdrawing large areas from economic use.
减少沿海地下水取水口卫生保护区的方法
介绍。本文探讨了减少地表水第二、三卫生保护区的方法,以吸收陆上地下水。提出了基本的水动力和地质迁移解析解,可以估计污染从河流迁移到地下取水口的时间。这些基本解析解还可以估计地下水对河水的稀释程度。& # x0D;材料和方法。法律,专区设计与设立、专区项目与规范关系的行为相关科学参考文献。减少沿海取水口卫生保护区的方法依据是利用ANSDIMAT软件包内的水动力和地理迁移分析计算。& # x0D;结果。在设计沿海地下水取水口和开发特别经济区项目时,建议采取以下行动顺序,以减少或完全避免对地表水道特别经济区的管理:陆上地下水取水口的布置应使第三带不靠近地表水道。2. 估计污染迁移时间。如果超过400天,则有可能放弃对地表水道SPZ第2带的管理,如果污染的迁移时间超过25年,则也可以完全放弃第3带。3.即使河水中MPC(最大允许浓度)持续过量,仍然有可能证明这样的井流量不会导致取水中MPC过量。4. 如果不可能满足工程条件,则需要对地下取水口和地表水河道的防波带进行管理。& # x0D;结论。我们建议开发陆上地下取水口,既可以利用陆上取水口的所有优势,又不会使大面积的土地失去经济效益。
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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来源期刊
Gigiena i sanitariia
Gigiena i sanitariia Environmental Science-Pollution
CiteScore
0.80
自引率
0.00%
发文量
192
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