The Effect of Ameroro Reservoir on River Morphology Stability Using Regime Theory

  • Indradjati Rachmatullah Magister Study Program of Water Resource Management, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesha 10, Bandung, West Java Province, 40132, Indonesia
  • Dantje Kardana Natakusumah Water Resources Engineering Research Group, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesha 10, Bandung, West Java Province, 40132, Indonesia
  • Widyaningtias Widyaningtias Water Resources Engineering Research Group, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesha 10, Bandung, West Java Province, 40132, Indonesia
  • Eka Oktariyanto Nugroho Water Resources Engineering Research Group, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesha 10, Bandung, West Java Province, 40132, Indonesia
  • Dyah Widyaningrum Water Resources Engineering Research Group, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesha 10, Bandung, West Java Province, 40132, Indonesia
  • Widiawati Rustan Magister Study Program of Water Resource Management, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesha 10, Bandung, West Java Province, 40132, Indonesia
Keywords: regime, reservoir, sediment, geology, HECRAS

Abstract

The stability of river geometry is one of the considerations to determine whether a watershed is good or not. Ameroro River is a tributary of Konaweha River located in Konawe Regency, Southeast Sulawesi. The Ameroro River model uses river measurement data along 43.5% of the length of the main river and uses geological data as a model for sediment transport. In hydrological analysis using the Log-Normal distribution and daily discharge modeling with the Sacramento method calibrate by 9 years of observational data with a match rate of 52.9% and a calculation process was carried out with the help of the HECRAS program. The results of the modeling were checked and approached using 3 methods of regime theory, Blench, Lacey and Modified Regime as a reference for calculating river stability as seen from the cross-sectional width of the river. It was found that reservoir affect changes in riverbed elevation, water level elevation and degradation/aggradation compared to existing conditions. The existing condition has a stable river cross-section more than the condition of the reservoir but only 7.29% of the total river cross-section is reviewed. For overall of river, it was found that the reservoir affected the stability of the river is closer to the calculation results of 3 regime theory methods compared to existing conditions tested by NSE, RMSE and CORRELATION methods

References

Sigh, V. P., Handbook of Hydraulic Geometry, Theory and Advances, Cambridge University Press, 2022. (Book)

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Natakusumah, et.al., General procedures for calculating synthetic unit hydrographs using the ITB method and some examples of their application, Journal of Civil Engineering Volume 18, 8(4), pp. 251-291, 2011.

Halim, F., The application of the regime concept method in the planning of levees in the Sario River, Science Journal Volume 1, ISSN 2087-9334

Natakusumah, et.al., A New Synthetic Unit Hydrograph Computation Method Based on Mass Conservation Principle, River Basin Management Conference, 2013

Sugiyono, Statistic for Research, CV. ALFABETA, 2017. (Book)

Published
2023-10-18
How to Cite
Rachmatullah, I., Natakusumah, D. K., Widyaningtias, W., Nugroho, E. O., Widyaningrum, D., & Rustan, W. (2023). The Effect of Ameroro Reservoir on River Morphology Stability Using Regime Theory. ITB Graduate School Conference, 3(1), 642-654. Retrieved from https://gcs.itb.ac.id/proceeding-igsc/index.php/igsc/article/view/178
Section
Articles