The fact that Gachsaran salt formation is located in the river behind Gotvand Olya dam, Karon River has become more salty. This issue has raised the concern of destruction of agricultural fields located under the dam in scientific associations and media. Irrespective of any political perspective, the present research seeks to investigate this issue from scientific and practical point of view and evaluate the works done by employers and consultants with the aim of finding an effective treatment and examining the reasons for failure and unsuccessful attempts in this regards. In this paper, after introducing the dam project and conducting a comprehensive geological investigation in the determined territory and also introducing the treatment method used by the project’s consultant which is based on construction of a clay wall along the salt dome, the sampling of the soil for construction of the mentioned wall and the upstream and downstream water was done. The results obtained from this test and sampling indicate the implausibility and impossibility of the wall and the necessity of investigating and taking prompt actions regarding this issue.
Published in |
American Journal of Civil Engineering (Volume 3, Issue 2-2)
This article belongs to the Special Issue Research and Practices of Civil Engineering in Developing Countries |
DOI | 10.11648/j.ajce.s.2015030202.20 |
Page(s) | 53-56 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2015. Published by Science Publishing Group |
Gachsaran Salt Dome, Gotvand Olya River, Clay Wall, Water Quality
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APA Style
Mahmood Mansournejad, Behzad Kalantari, Mehdi Mahdavi Adeli. (2015). The Investigation of Negative Effects of Salt Dome on the Quality of Water in Gotvand Olya Dam and the Use of Cut-off Wall as Treatment. American Journal of Civil Engineering, 3(2-2), 53-56. https://doi.org/10.11648/j.ajce.s.2015030202.20
ACS Style
Mahmood Mansournejad; Behzad Kalantari; Mehdi Mahdavi Adeli. The Investigation of Negative Effects of Salt Dome on the Quality of Water in Gotvand Olya Dam and the Use of Cut-off Wall as Treatment. Am. J. Civ. Eng. 2015, 3(2-2), 53-56. doi: 10.11648/j.ajce.s.2015030202.20
AMA Style
Mahmood Mansournejad, Behzad Kalantari, Mehdi Mahdavi Adeli. The Investigation of Negative Effects of Salt Dome on the Quality of Water in Gotvand Olya Dam and the Use of Cut-off Wall as Treatment. Am J Civ Eng. 2015;3(2-2):53-56. doi: 10.11648/j.ajce.s.2015030202.20
@article{10.11648/j.ajce.s.2015030202.20, author = {Mahmood Mansournejad and Behzad Kalantari and Mehdi Mahdavi Adeli}, title = {The Investigation of Negative Effects of Salt Dome on the Quality of Water in Gotvand Olya Dam and the Use of Cut-off Wall as Treatment}, journal = {American Journal of Civil Engineering}, volume = {3}, number = {2-2}, pages = {53-56}, doi = {10.11648/j.ajce.s.2015030202.20}, url = {https://doi.org/10.11648/j.ajce.s.2015030202.20}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.s.2015030202.20}, abstract = {The fact that Gachsaran salt formation is located in the river behind Gotvand Olya dam, Karon River has become more salty. This issue has raised the concern of destruction of agricultural fields located under the dam in scientific associations and media. Irrespective of any political perspective, the present research seeks to investigate this issue from scientific and practical point of view and evaluate the works done by employers and consultants with the aim of finding an effective treatment and examining the reasons for failure and unsuccessful attempts in this regards. In this paper, after introducing the dam project and conducting a comprehensive geological investigation in the determined territory and also introducing the treatment method used by the project’s consultant which is based on construction of a clay wall along the salt dome, the sampling of the soil for construction of the mentioned wall and the upstream and downstream water was done. The results obtained from this test and sampling indicate the implausibility and impossibility of the wall and the necessity of investigating and taking prompt actions regarding this issue.}, year = {2015} }
TY - JOUR T1 - The Investigation of Negative Effects of Salt Dome on the Quality of Water in Gotvand Olya Dam and the Use of Cut-off Wall as Treatment AU - Mahmood Mansournejad AU - Behzad Kalantari AU - Mehdi Mahdavi Adeli Y1 - 2015/08/07 PY - 2015 N1 - https://doi.org/10.11648/j.ajce.s.2015030202.20 DO - 10.11648/j.ajce.s.2015030202.20 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 53 EP - 56 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.s.2015030202.20 AB - The fact that Gachsaran salt formation is located in the river behind Gotvand Olya dam, Karon River has become more salty. This issue has raised the concern of destruction of agricultural fields located under the dam in scientific associations and media. Irrespective of any political perspective, the present research seeks to investigate this issue from scientific and practical point of view and evaluate the works done by employers and consultants with the aim of finding an effective treatment and examining the reasons for failure and unsuccessful attempts in this regards. In this paper, after introducing the dam project and conducting a comprehensive geological investigation in the determined territory and also introducing the treatment method used by the project’s consultant which is based on construction of a clay wall along the salt dome, the sampling of the soil for construction of the mentioned wall and the upstream and downstream water was done. The results obtained from this test and sampling indicate the implausibility and impossibility of the wall and the necessity of investigating and taking prompt actions regarding this issue. VL - 3 IS - 2-2 ER -