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PERMEABILITY OF SAVCIBEY DAM (BİLECİK) AXIS LOCATION AND DESIGN OF GROUT CURTAIN

Year 2017, Volume: 154 Issue: 154, 157 - 168, 04.04.2017
https://doi.org/10.19111/bmre.00419

Abstract

This study comprise the design of the planned grout curtain in Savcıbey Dam (Söğüt/Bilecik) in order to provide impermeability along the dam axis. Within the context of field studies, engineering geology map was generated, ground investigation drilling was realized and permeability tests were performed. Within the field studies, the joint conditions of the geological units (Triassic aged Bozuyük Metamorphic schists) under the dam axis and its effect on permeability was observed considering the positions of the discontinuities with regard to the dam axis location. Orientation of discontinuities generally have strikes changing between N – S and NNE – SSW. 5 boreholes on dam axis, 2 boreholes on cofferdam, 3 boreholes on diversion tunnel and 2 boreholes on spillway total 245 m ground investigation borehole were drilled. In order to determine the permeability profile of dam axis and design the grout curtain, Lugeon tests in Bozuyük Metamorphic units observed in dam axis, falling head permeability tests in alluviums observed in thalveg and slope debris observed in right abutment were performed. Lugeon tests realized in Bozuyük Metamorphic units show that the unit is generally permeable and partly low permeable. Alluvium and slope debris are highly permeable. In addition, drilling works realized in dam axis shows that the augmentation of the weathering degree cause an increase of permeability in Triassic aged Bozüyük Metamorphic schists. As a result of these studies information about the permeability of Savcıbey Dam was collected and the grout curtain hole was designed. Accordingly, it is predicted that approximately 40 m depth of grout curtain from the stripping excavation with the depth of 1.50 m would prevent the possible leakages.  

References

  • Aksoy, H. and Ercanoğlu, M., 2006. Determination of the rockfall source in an urban settlement area by using a rule-based fuzzy evaluation. Natural Hazards and Earth System Science, 6, 941-954.
  • Aksoy, H. and Ercanoğlu, M., 2007. Fuzzified kinematic analysis of discontinuity-controlled rock slope instabilities. Engineering Geology, 89, 206-219.
  • Akyüz, S., 2010. Kargı baraj yeri (Çorum) litolojik birimlerin geçirgenlik özellikleri yönünden incelenmesi. Çukurova Üniversitesi, Fen Bilimleri Enstitüsü, Jeoloji Mühendisliği Anabilim Dalı, Yüsek Lisans Tezi, 134s.
  • Aldemir, A., Yılmaztürk, S.M., Yücel, A.R., Binici, B., Arıcı, Y., Akman, A., 2015. Beton barajların deprem davranışlarının incelenmesinde kullanılan analiz metotları. İMO Teknik Dergi, 6943-6968.
  • Altınlı, İ. E., 1973. Bilecik Jurassiği. Cumhuriyetin 50. Yılı yerbilimleri Kong. Tebliği, s. 103, Ankara.
  • Ayaroğlu, H., 1979. Bozuyük metamorfiklerinin (Bilecik) petrokimyasal özellikleri. Türkiye Jeoloji Bülteni, 22/1, 101-107.
  • Bureau of Indıan Standard, 1993. “Guidelines for the Design of Grout Curtain: Part 2: Masonry and Concrete Gravity Dams”.
  • Coli, N., Pranzini, G., Alfi, A., Boerio, V., 2008. Evaluation of rock-mass permeability tensor and prediction of tunnel inflows by means of geostructural surveys and finite element seepage analysis. Engineering Geology, 10, 174-184.
  • Eryılmaz Türkkan, G., Korkmaz, S., 2015. Kuyu ve akifer testlerinde uygulanan analitik ve sayısal yöntemlerle hidrolik iletkenliğin belirlenmesi. İMO Teknik Dergi, 6969-6991.
  • Ewert, F.K., 2003. Discussion of Rock Type Related Criteria for Curtain Grouting”. Proceedings of the Third International Conference on Grouting in Rock and Ground Improvement, ASCE Special Publication, No. 120.
  • Fell, R., MacGregor, P., Stapledon. D., Bell, G., 2005. Geotechnical Engineering of Dams. Taylor & Francis. London. UK.
  • Foyo, A., Sanchez, M. A., Tomillo, C., 2005. A proposal for a secondary permeability index obtained from water pressure tests in dam foundations. Engineering Geology, 77, 69-82.
  • Granit, Y. ve Tintant, H., 1960. Observations preliminaires sur le Jurassique de la Region de Bilecik. C.R. Ac. Sci. 251, 1801-1803, Paris.
  • Günay, K., 1996. Zemin sondajlarındaki basınçlı su deneylerinde dikkat edilecek noktalar ve Lugeon deneyi. Sondaj Sempozyumu’96, 89-96, 1996-İzmir.
  • Gürocak, Z. ve Alemdağ, S., 2012. Assessment of permeability and injection depth at the Atasu dam site (Turkey) based on experimental and numerical analyses. Bulletin of Engineering Geology and the Environment, 71, 221-229.
  • ISRM (International Society for Rock Mechanics)., 2007. Rock Characterization, Testing and Monitoring. International Society of Rock Mechanics Suggested Methods, Pergamon Press, Oxford, 211 p.
  • Karagüzel, R. ve Kılıç, R., 2000. The effect of the alteration degree of ophiolitic melange on permeability and grouting. Engineering Geology, 57, 1-12.
  • Kayabaşı, A., Yeşiloğlu-Gültekin, N., Gökçeoğlu, C., 2015. Use of non-linear prediction tools to assess rock mass permeability using various discontinuity parameters. Engineering Geology, 185, 1-9.
  • Kayadibi, Ö., Aydal, D. ve Kadıoğlu, Y. K., 1994. Bilecik-Söğüt altın mineralizasyonunun incelenmesi. Türkiye Jeoloji Kurultayı Bülteni, 9, 252-259.
  • Li, P., Lu, W., Long, Y., Yang, Z., Li, J., 2008. Seepage analysis in a fractured rock mass: the upper reservoir of Pushihe pumpedstorage power station in China. Engineering Geology, 97, 53–62
  • Lombardi, G., 1985. The Role of Cohesion in Cement Grouting of Rock, 15. ICOLD-Congress, Lausanne, 3, 235–261.
  • Lugeon, M. (1933). Barrage et Géologie. Dunod. Paris
  • Nonveiller, E., 1989. Grouting Theory in Practice. Elsevier, Tokyo.
  • Pettersson, S.A. and Molin, H., 1999. “Grouting & Drilling for Grouting: Purpose, Application, Methods with Emphasis on Dam and Tunnel Projects”. Atlas Copco. 6991 1019 01
  • Schleiss, A. J. - Pougatsch, H., 2011. “Les Barrages: Du projet à la mise en service. Presses Polytechniques Universitaires Romandes, 17, 714p.
  • Suyapı, 2013. Savcıbey Göleti, mühendislik jeolojisi planlama raporu rev.1. DSİ 3. Bölge Müdürlüğü, Eskişehir.
  • Şekercioğlu, E., 2007. Yapıların projelendirilmesinde mühendislik jeolojisi. JMO yayınları, 28, 4. Baskı, s.117.
  • Tunar, N.Ö., Ulusay, R., and Işık, N.S., 2013. A study on geotechnical characterization and stability of downstream slope of a tailings dam to improve its storage capacity (Turkey). Environmental Earth Sciences, 69, 1871-1890.
  • Ulusay, R., Tuncay, E., and Hasançebi, N., 2007. Liquefaction assessments by filed-based methodologies for the foundation soils at a dam site in northeast Turkey. Bulletin of Engineering Geology and the Environment, 66 (3), 361-375.
  • Yılmaz, M. ve Koral, H., 2007. Yenişehir Havzası’nın (Bursa) neotektonik özellikleri ve jeolojik gelişimi. İstanbul Üniversitesi Mühendislik Fakültesi Yer Bilimleri Dergisi, 20, 21-32.
  • Yılmaz, Y., 1979. Söğüt-Bilecik bölgesinde polimetamorfizma ve bunların jeoteknik anlamı. Türkiye Jeoloji Bülteni, 22/1, 85-100.
Year 2017, Volume: 154 Issue: 154, 157 - 168, 04.04.2017
https://doi.org/10.19111/bmre.00419

Abstract


References

  • Aksoy, H. and Ercanoğlu, M., 2006. Determination of the rockfall source in an urban settlement area by using a rule-based fuzzy evaluation. Natural Hazards and Earth System Science, 6, 941-954.
  • Aksoy, H. and Ercanoğlu, M., 2007. Fuzzified kinematic analysis of discontinuity-controlled rock slope instabilities. Engineering Geology, 89, 206-219.
  • Akyüz, S., 2010. Kargı baraj yeri (Çorum) litolojik birimlerin geçirgenlik özellikleri yönünden incelenmesi. Çukurova Üniversitesi, Fen Bilimleri Enstitüsü, Jeoloji Mühendisliği Anabilim Dalı, Yüsek Lisans Tezi, 134s.
  • Aldemir, A., Yılmaztürk, S.M., Yücel, A.R., Binici, B., Arıcı, Y., Akman, A., 2015. Beton barajların deprem davranışlarının incelenmesinde kullanılan analiz metotları. İMO Teknik Dergi, 6943-6968.
  • Altınlı, İ. E., 1973. Bilecik Jurassiği. Cumhuriyetin 50. Yılı yerbilimleri Kong. Tebliği, s. 103, Ankara.
  • Ayaroğlu, H., 1979. Bozuyük metamorfiklerinin (Bilecik) petrokimyasal özellikleri. Türkiye Jeoloji Bülteni, 22/1, 101-107.
  • Bureau of Indıan Standard, 1993. “Guidelines for the Design of Grout Curtain: Part 2: Masonry and Concrete Gravity Dams”.
  • Coli, N., Pranzini, G., Alfi, A., Boerio, V., 2008. Evaluation of rock-mass permeability tensor and prediction of tunnel inflows by means of geostructural surveys and finite element seepage analysis. Engineering Geology, 10, 174-184.
  • Eryılmaz Türkkan, G., Korkmaz, S., 2015. Kuyu ve akifer testlerinde uygulanan analitik ve sayısal yöntemlerle hidrolik iletkenliğin belirlenmesi. İMO Teknik Dergi, 6969-6991.
  • Ewert, F.K., 2003. Discussion of Rock Type Related Criteria for Curtain Grouting”. Proceedings of the Third International Conference on Grouting in Rock and Ground Improvement, ASCE Special Publication, No. 120.
  • Fell, R., MacGregor, P., Stapledon. D., Bell, G., 2005. Geotechnical Engineering of Dams. Taylor & Francis. London. UK.
  • Foyo, A., Sanchez, M. A., Tomillo, C., 2005. A proposal for a secondary permeability index obtained from water pressure tests in dam foundations. Engineering Geology, 77, 69-82.
  • Granit, Y. ve Tintant, H., 1960. Observations preliminaires sur le Jurassique de la Region de Bilecik. C.R. Ac. Sci. 251, 1801-1803, Paris.
  • Günay, K., 1996. Zemin sondajlarındaki basınçlı su deneylerinde dikkat edilecek noktalar ve Lugeon deneyi. Sondaj Sempozyumu’96, 89-96, 1996-İzmir.
  • Gürocak, Z. ve Alemdağ, S., 2012. Assessment of permeability and injection depth at the Atasu dam site (Turkey) based on experimental and numerical analyses. Bulletin of Engineering Geology and the Environment, 71, 221-229.
  • ISRM (International Society for Rock Mechanics)., 2007. Rock Characterization, Testing and Monitoring. International Society of Rock Mechanics Suggested Methods, Pergamon Press, Oxford, 211 p.
  • Karagüzel, R. ve Kılıç, R., 2000. The effect of the alteration degree of ophiolitic melange on permeability and grouting. Engineering Geology, 57, 1-12.
  • Kayabaşı, A., Yeşiloğlu-Gültekin, N., Gökçeoğlu, C., 2015. Use of non-linear prediction tools to assess rock mass permeability using various discontinuity parameters. Engineering Geology, 185, 1-9.
  • Kayadibi, Ö., Aydal, D. ve Kadıoğlu, Y. K., 1994. Bilecik-Söğüt altın mineralizasyonunun incelenmesi. Türkiye Jeoloji Kurultayı Bülteni, 9, 252-259.
  • Li, P., Lu, W., Long, Y., Yang, Z., Li, J., 2008. Seepage analysis in a fractured rock mass: the upper reservoir of Pushihe pumpedstorage power station in China. Engineering Geology, 97, 53–62
  • Lombardi, G., 1985. The Role of Cohesion in Cement Grouting of Rock, 15. ICOLD-Congress, Lausanne, 3, 235–261.
  • Lugeon, M. (1933). Barrage et Géologie. Dunod. Paris
  • Nonveiller, E., 1989. Grouting Theory in Practice. Elsevier, Tokyo.
  • Pettersson, S.A. and Molin, H., 1999. “Grouting & Drilling for Grouting: Purpose, Application, Methods with Emphasis on Dam and Tunnel Projects”. Atlas Copco. 6991 1019 01
  • Schleiss, A. J. - Pougatsch, H., 2011. “Les Barrages: Du projet à la mise en service. Presses Polytechniques Universitaires Romandes, 17, 714p.
  • Suyapı, 2013. Savcıbey Göleti, mühendislik jeolojisi planlama raporu rev.1. DSİ 3. Bölge Müdürlüğü, Eskişehir.
  • Şekercioğlu, E., 2007. Yapıların projelendirilmesinde mühendislik jeolojisi. JMO yayınları, 28, 4. Baskı, s.117.
  • Tunar, N.Ö., Ulusay, R., and Işık, N.S., 2013. A study on geotechnical characterization and stability of downstream slope of a tailings dam to improve its storage capacity (Turkey). Environmental Earth Sciences, 69, 1871-1890.
  • Ulusay, R., Tuncay, E., and Hasançebi, N., 2007. Liquefaction assessments by filed-based methodologies for the foundation soils at a dam site in northeast Turkey. Bulletin of Engineering Geology and the Environment, 66 (3), 361-375.
  • Yılmaz, M. ve Koral, H., 2007. Yenişehir Havzası’nın (Bursa) neotektonik özellikleri ve jeolojik gelişimi. İstanbul Üniversitesi Mühendislik Fakültesi Yer Bilimleri Dergisi, 20, 21-32.
  • Yılmaz, Y., 1979. Söğüt-Bilecik bölgesinde polimetamorfizma ve bunların jeoteknik anlamı. Türkiye Jeoloji Bülteni, 22/1, 85-100.
There are 31 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Mustafa Can Canoğlu

Bedri Kurtuluş

Publication Date April 4, 2017
Published in Issue Year 2017 Volume: 154 Issue: 154

Cite

APA Canoğlu, M. C., & Kurtuluş, B. (2017). PERMEABILITY OF SAVCIBEY DAM (BİLECİK) AXIS LOCATION AND DESIGN OF GROUT CURTAIN. Bulletin of the Mineral Research and Exploration, 154(154), 157-168. https://doi.org/10.19111/bmre.00419
AMA Canoğlu MC, Kurtuluş B. PERMEABILITY OF SAVCIBEY DAM (BİLECİK) AXIS LOCATION AND DESIGN OF GROUT CURTAIN. Bull.Min.Res.Exp. April 2017;154(154):157-168. doi:10.19111/bmre.00419
Chicago Canoğlu, Mustafa Can, and Bedri Kurtuluş. “PERMEABILITY OF SAVCIBEY DAM (BİLECİK) AXIS LOCATION AND DESIGN OF GROUT CURTAIN”. Bulletin of the Mineral Research and Exploration 154, no. 154 (April 2017): 157-68. https://doi.org/10.19111/bmre.00419.
EndNote Canoğlu MC, Kurtuluş B (April 1, 2017) PERMEABILITY OF SAVCIBEY DAM (BİLECİK) AXIS LOCATION AND DESIGN OF GROUT CURTAIN. Bulletin of the Mineral Research and Exploration 154 154 157–168.
IEEE M. C. Canoğlu and B. Kurtuluş, “PERMEABILITY OF SAVCIBEY DAM (BİLECİK) AXIS LOCATION AND DESIGN OF GROUT CURTAIN”, Bull.Min.Res.Exp., vol. 154, no. 154, pp. 157–168, 2017, doi: 10.19111/bmre.00419.
ISNAD Canoğlu, Mustafa Can - Kurtuluş, Bedri. “PERMEABILITY OF SAVCIBEY DAM (BİLECİK) AXIS LOCATION AND DESIGN OF GROUT CURTAIN”. Bulletin of the Mineral Research and Exploration 154/154 (April 2017), 157-168. https://doi.org/10.19111/bmre.00419.
JAMA Canoğlu MC, Kurtuluş B. PERMEABILITY OF SAVCIBEY DAM (BİLECİK) AXIS LOCATION AND DESIGN OF GROUT CURTAIN. Bull.Min.Res.Exp. 2017;154:157–168.
MLA Canoğlu, Mustafa Can and Bedri Kurtuluş. “PERMEABILITY OF SAVCIBEY DAM (BİLECİK) AXIS LOCATION AND DESIGN OF GROUT CURTAIN”. Bulletin of the Mineral Research and Exploration, vol. 154, no. 154, 2017, pp. 157-68, doi:10.19111/bmre.00419.
Vancouver Canoğlu MC, Kurtuluş B. PERMEABILITY OF SAVCIBEY DAM (BİLECİK) AXIS LOCATION AND DESIGN OF GROUT CURTAIN. Bull.Min.Res.Exp. 2017;154(154):157-68.

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