Micro Hydropower Potential Assessment for Sustainable Tourism Electrification: A Case Study of Taeno Waterfall, Ambon

Authors

  • Eka Rahmat Mahayani Anthonio Putera Lilipaly New and Renewable Energy Laboratory, Mechanical Engineering Department, Ambon State Polytechnic, Indonesia
  • Sefnath J Wattimena Electrical Engineering Department, Ambon State Polytechnic, Maluku, Indonesia
  • Sefnath J Etwan Sarwuna Mechanical Engineering Department, Faculty of Engineering, Pattimura University, Indonesia
  • Cendy S E Tupamahu Mechanical Engineering Department, Faculty of Engineering, Pattimura University, Maluku, Indonesia
  • Obednego Dominggus Nara Civil Engineering Department, Ambon State Polytechnic, Maluku, Indonesia
  • Hendrik Simon Latumaerissa Mechanical Engineering Department, Ambon State Polytechnic, Maluku, Indonesia
  • Aprilyanto Khouw New and Renewable Energy Laboratory, Mechanical Engineering Department, Ambon State Polytechnic, Indonesia
  • Gilbert A Rumalatu Department of Business Administration, Ambon State Polytechnic, Maluku, Indonesia
  • Azmain N Hatuwe New and Renewable Energy Laboratory, Mechanical Engineering Department, Ambon State Polytechnic, Indonesia

DOI:

https://doi.org/10.56127/ijml.v5i1.2637

Keywords:

Micro hydropower, Sustainable tourism electrification, NRECA hydrological modeling, Flow duration curve, Renewable energy feasibility

Abstract

This study evaluates the technical and economic feasibility of micro hydropower development at Taeno Waterfall, Ambon, Indonesia, to support sustainable tourism electrification. Hydrological assessment was conducted using 10-year rainfall data (2014–2023) combined with the National Rural Electric Cooperative Association (NRECA) method to estimate streamflow in the absence of long-term discharge measurements. The results indicate an average annual rainfall of approximately 3619.92 mm and an estimated average discharge of 0.70 m³/s. Flow duration curve analysis produced dependable flows of Q50 = 0.63 m³/s, Q80 = 0.35 m³/s, and Q90 = 0.28 m³/s, confirming adequate water availability for year-round micro hydropower operation. Hydraulic analysis showed a gross head of 24 m with a net head of 22.44 m after accounting for friction and minor losses. Using a design discharge of 0.35 m³/s and an overall efficiency of 75%, the estimated electrical power output is approximately 58 kW, classified as micro hydropower. A crossflow turbine was identified as the most suitable technology due to its compatibility with medium-head and moderate-flow conditions, operational flexibility, and cost effectiveness. Estimated electricity demand for tourism facilities is approximately 30 kW peak load with annual consumption of 66 MWh, indicating that the proposed system can fully meet demand with surplus energy for future expansion. Economic analysis using the Indonesian electricity tariff of 0.086 USD/kWh yields an annual benefit of approximately 19,278 USD and a payback period of about 12 years. The findings demonstrate that Taeno Waterfall possesses strong potential for sustainable renewable energy implementation to support tourism development and local energy resilience.

References

Becken, S., & Simmons, D. G. (2012). Tourism and global environmental change: Ecological, social, economic and political interrelationships. Routledge.

Energy Sector Management Assistance Program (ESMAP). (2019). Mini grids for half a billion people: Market outlook and handbook for decision makers. World Bank. https://doi.org/10.1596/978-1-4648-1360-1

Kementerian Energi dan Sumber Daya Mineral Republik Indonesia. (2023). Tarif tenaga listrik PT PLN (Persero). Ministry of Energy and Mineral Resources, Indonesia.

National Rural Electric Cooperative Association (NRECA). (1989). Micro-hydropower sourcebook: A practical guide to design and implementation in developing countries. NRECA International Foundation.

Paish, O. (2002). Small hydro power: Technology and current status. Renewable and Sustainable Energy Reviews, 6(6), 537–556. https://doi.org/10.1016/S1364-0321(02)00006-0

Shaw, E. M. (1994). Hydrology in practice (3rd ed.). Chapman & Hall.

Shrestha, H. M., Sharma, S., & Pradhan, R. (2010). Hydrological estimation techniques for micro-hydro projects. Hydropower Development Journal, 17(2), 45–52.

Subramanya, K. (2013). Engineering hydrology (4th ed.). McGraw-Hill Education.

United Nations World Tourism Organization (UNWTO). (2018). Tourism and the sustainable development goals – Journey to 2030. UNWTO. https://doi.org/10.18111/9789284419401

Vogel, R. M., & Fennessey, N. M. (1994). Flow duration curves I: A new interpretation and confidence intervals. Journal of Water Resources Planning and Management, 120(4), 485–504. https://doi.org/10.1061/(ASCE)0733-9496(1994)120:4(485)

Williams, A. A., & Simpson, R. (2009). Pico hydro—Reducing technical risks for rural electrification. Renewable Energy, 34(8), 1986–1991. https://doi.org/10.1016/j.renene.2008.11.019

World Bank. (2016). Planning and design of mini-hydropower schemes. World Bank Group.

Downloads

Published

2026-02-28

Citation Check