Potential for small hydropower development on the Pumpum River of Ghana using Remote Sensing and Soil Water Assessment Tool

Bright Agyemang-Boakye , Eric Antwi Ofosu , Martin Kyereh Domfeh , Benjamin Wullobayi Dekongmen , Romeo Tweneboah Koduah , Ransford Wusah Bakuri , Prosper Kpiebaya
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Abstract

This study focused on identifying potential locations for the implementation of Small Hydropower Systems to enhance the existing energy infrastructure in the Pumpum River Basin (PRB). Utilizing remote sensing and the Soil and Water Assessment Tool, basin parameters were generated and simulated for hydropower analysis. The energy potential of suitable sites was assessed through flow duration curves and power duration curves. The findings reveal that the PRB exhibits potential for small hydropower development, identifying nine sites along the river. The results of the model indicate power capacities of 1,521 kW for the Run of River and 2,290 kW for the dam sites respectively. The most promising hydropower sites were identified as dam site 1, river of run site 1, and dam site 6 with corresponding firm power of 2356.2 kW, 1567 kW and 264 kW, resulting in estimated firm energy production of 12.07 GWh, 8.03 GWh, and 1.35 GWh, respectively. Considering the suitable spacing of more than between 12 km among dam site 1, river of run site 1, and dam site 6 and a combined annual energy production of 21.65 GWh, a recommended approach involves establishing a cascade hydropower arrangement at sites dam site 1, river of run site 1, and dam site 6 along the Pumpum River. With a plant capacity of 65% to 90% dependability range, incorporating an installed Francis turbine, the total annual firm energy that can be produced from the nine (9) (Run of river and dam) projected sites ranges between 0.69 and 12.07 GWh.

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利用遥感和土壤水分评估工具开发加纳普普姆河小水电的潜力
这项研究的重点是确定实施小水电系统的潜在地点,以加强普普姆河流域(Pumpum River Basin,PRB)现有的能源基础设施。利用遥感技术和水土评估工具,为水力发电分析生成并模拟了流域参数。通过流量持续时间曲线和功率持续时间曲线评估了合适地点的能源潜力。研究结果表明,珠江河谷具有开发小水电的潜力,沿河确定了九个地点。模型结果表明,河道和坝址的发电能力分别为 1,521 千瓦和 2,290 千瓦。最有前景的水电地点被确定为 1 号坝址、1 号奔流河坝址和 6 号坝址,相应的稳定功率分别为 2356.2 千瓦、1567 千瓦和 264 千瓦,预计稳定发电量分别为 12.07 千兆瓦时、8.03 千兆瓦时和 1.35 千兆瓦时。考虑到 1 号坝址、1 号运行河坝址和 6 号坝址之间的适当间距超过 12 千米,以及 21.65 千兆瓦时的综合年发电量,建议采用的方法包括在普普姆河沿岸的 1 号坝址、1 号运行河坝址和 6 号坝址建立梯级水电布置。如果发电厂的发电能力在 65% 到 90% 的可靠性范围内,并安装一台混流式水轮机,那么九(9)个(河流和大坝)预计发电站每年可生产的稳定能源总量在 0.69 到 12.07 千兆瓦时之间。
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