Inspections of Hydro-Geotechnical on Ngancar Dam

Authors

  • Runi Asmaranto Teknik PengairanFakultas TeknikUniversitas Brawijaya
  • Antonius Suryono Bengawan Solo River Basin Development Agency, Indonesia
  • Muhammad Nurjati Hidayat Teknik Pengairan Fakultas Teknik Universitas Brawijaya

DOI:

https://doi.org/10.21776/ub.civense.2019.00202.5

Keywords:

Dam inspection, hydro-geotechnical, slope stability, seepage

Abstract

Besides having great benefits, dam also holds enormous potential dangers. The collapsed dam will cause devastating flood along the river resulting in loss of lives, properties, damage to public facilities and environment, especially in the downstream area. For safety and prevent the occurrence of the disaster, the operational of dam should always be monitored, inspected and maintained properly continually. With a good monitoring, dam managers will discover as early as possible the problems emerging in the dam, and then perform the appropriate steps to prevent the development of the problems. This paper will perform hydro-geotechnical analysis as a review current condition of slope stability based on the result of soil investigation on present dam condition and review instrumentations installed in Ngancar Dam

References

Anonymous, 1992. Rehabilitation of Additional Six Dams in Central Java, Planning Note Ngancar Dam, Associated Consulting Engineer ACE (PVT) LTD

PR. Bamane and Dr.S.S.Valunjkar, 2014 Dam Safety Instrumentation, American Journal of Engineering Research (AJER) e-ISSN : 2320-0847 p-ISSN : 2320-0936 page 58-62

Anonymous, 2003 Guidelines Inspection/Evaluation Dam and the Guidelines for Common Criteria Dam Design, SK Dirjen SDA/KKB No.05 / KPTS / 2003. Dam Safety Commission.

Xiaoli Ding and Hui Qin, 1998 Geotechnical Instruments in Structural Monitoring, Journal of Geospatial Engineering, Vol. 2, No.2, pp.45-56

Seepage modelling with SEEP/W, An Engineering Methodology July 2012 Edition GEO-SLOPE International Ltd.

E Fadaei Kermani and G. A barani, 2012, Seepage Analysis through Earth Dam Based on Finite Difference Method, Journal of Basic and Applied Scientific Research ISSN 2090-4304 vol 2 (11) page 11621-11625.

Ms Abhilasha P.S and T.G Antony Balan, 2013, Numerical Analysis of Seepage in Embankment Dams, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684, p-ISSN: 2320-334X PP 13-23.

Crisinta Eka Putri, 2013, Pengaruh Kepemimpinan, Motivasi dan Lingkungan Terhadap Kinerja karyawan di Yayasan Yoseph Freinademetz Surabaya. Jurnal Ilmu & Riset Manajemen Vol 2 No. 9

Sosrodarsono, Suyono & Takeda, Kensaku. 1989. Bendungan Type Urugan. Jakarta: Erlangga.

Anonymous, 2004. Stability analysis of earth fill dams due to earthquake load. Guidelines of Pd-T- 14-2004. Ministry Public Work and Transport.

Yu Zhao, Zi-Yhi Tong and Qing Lu, 2014. Slope Stability Analysis Using Slice-Wise Factor of Safety, Hindawi Publishing Corporation, Mathematical Problems in Engineering, Volume 2014, Article ID 712145, 6 pages.

Ammar Rouaiguia and Mohammed A. Dahim, 2013, Numerical Modeling of Slope Stability Analysis, International Journal of Engineering Science and Innovative Technology (IJESIT), ISSN: 2319-5967

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Published

2019-10-03

How to Cite

[1]
R. Asmaranto, A. Suryono, and M. N. Hidayat, “Inspections of Hydro-Geotechnical on Ngancar Dam”, CIVENSE, vol. 2, no. 2, pp. pp.117–127, Oct. 2019.

Issue

Vol. 2 No. 2 (2019)

Section

Articles

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