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eISSN: 2581-9615 || CODEN: WJARAI || Impact Factor 8.2 ||  CrossRef DOI

Research and review articles are invited for publication in October 2026 (Volume 32, Issue 1) Submit manuscript

DESIGN OF A PHOTOVOLTAIC PUMPING IRRIGATION SYSTEM IN THE COMMUNE OF KOMSILGA, BURKINA FASO

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  • DESIGN OF A PHOTOVOLTAIC PUMPING IRRIGATION SYSTEM IN THE COMMUNE OF KOMSILGA, BURKINA FASO

Dioari Ulrich Combari 1, 2, *, Vinci de Dieu Bokoyo Barandja 2, 3, Abdoul Nassir Ouedraogo 1, Mamoudou Saria 1, 2 and Issa Zerbo 2

1 Multidisciplinary Research Laboratory in Engineering Sciences (LMRSI), Polytechnic School of Ouagadougou (EPO), Ouagadougou, Burkina Faso.
2 Laboratory of Thermal and Renewable Energy (L.E.T.RE), Doctoral School of Sciences and Technologies, Joseph KI-ZERBO University, Ouagadougou, Burkina Faso.
3 Carnot Energy Laboratory, University of Bangui, Bangui, Central African Republic.
* Corresponding Author
ORCID Details
Dioari Ulrich Combari: https://orcid.org/0000-0001-9554-6417 
Vinci de Dieu Bokoyo Barandja: https://orcid.org/0000-0002-6793-0961 
Mamoudou Saria: https://orcid.org/0000-0003-0934-3467 
Issa Zerbo: https://orcid.org/0000-0002-0846-5369 

Research Article

 

World Journal of Advanced Research and Reviews, 2026, 32(01), 1911–1927

Article DOI: 10.30574/wjarr.2026.32.1.2637

DOI url: https://doi.org/10.30574/wjarr.2026.32.1.2637

Received on 17 September 2026; revised on 25 October 2026; accepted on 27 October 2026

The objective of this study is to design an optimal photovoltaic (PV) pumping irrigation system for agricultural production. The selected site is located in the municipality of Komsilga, Burkina Faso. The field to be irrigated covers an area of 51,116.3 m².  Based on a reference evapotranspiration of 6.5 mm/day, representing the worst-case scenario, a total daily water requirement of 318 m³ was established. Three boreholes were drilled to meet this daily water demand. A water tower with a capacity of 106 m³ was constructed for each borehole. A preliminary study estimated the borehole depth at 60 m with a diameter of 50 cm. A total dynamic head (TDH) of 165 m was determined through simulation using PVsyst software. For practical and techno-economic reasons, we opted for a "run-of-sun" photovoltaic pumping system. To optimize pumping, we used crop coefficients corresponding to the mid-season growth stage and selected the potential evapotranspiration rate for March, 6.5 L/m²/day, as the design basis. Three three-phase electric pumps, each with a power rating of 16 kW and a nominal voltage of 400 V, were sized and selected for this application. They will operate from 9:00 AM to 3:00 PM, with peak pumping occurring at 12:00 PM. Subsequently, the photovoltaic solar array was sized. To meet the requirements, a PV array consisting of 162 monocrystalline silicon modules, capable of delivering a peak power of 81 kWp, was selected based on sizing calculations. To power the AC electric pumps, three 40 kVA inverters were sized and chosen.

Irrigation; Optimal; Evapotranspiration; Pumping; Photovoltaic

https://wjarr.com/sites/default/files/fulltext_pdf/WJARR-2026-2637.pdf

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Dioari Ulrich Combari, Vinci de Dieu Bokoyo Barandja, Abdoul Nassir Ouedraogo, Mamoudou Saria, Issa Zerbo. DESIGN OF A PHOTOVOLTAIC PUMPING IRRIGATION SYSTEM IN THE COMMUNE OF KOMSILGA, BURKINA FASO. World Journal of Advanced Research and Reviews, 2026, 32(01), 1911–1927. Article DOI: https://doi.org/10.30574/wjarr.2026.32.1.2637

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