For estimating the performance of a photovoltaic (PV) water pumping system without battery storage, a simple algorithm has been developed. This simulation program uses the hourly global solar radiation, the hourly ambient temperature and the hourly wind speed as the input, moreover the characteristics of region (latitude, longitude, ground albedo) and characteristics of PV water pumping system (orientation, inclination, nominal PV module efficiency, NOCT, PV array area, PV temperature coefficient, miscellaneous power conditioning losses, miscellaneous PV array losses, temperature of reference, moto-pump efficiency and inverter efficiency). This work allows evaluating the economic interest of a remote PV water pumping systems in the desert of Southern Tunisia, which will have to satisfy an average daily volume of 45 m 3 throughout the year compared to another very widespread energy system in the area, the diesel genset (DG), by using the method of the life-cycle cost (LCC). The cost per m 3 of water was calculated for this system. It is found that the LCC for PV system is 0.500 TND/m 3 and the LCC DG is 0.837 TND/m 3 . The present study indicates economic viability of PV water pumping systems in the desert of Tunisia.
Nomenclaturea ground albedo AFC annual fuel cost (TND) C f diesel cost provides to the site of the well (TND) C fl cost actualised of fuel on the lifetime of the system without escalation (TND) d discount rate (%) e escalation rate (%) E e energy delivered by the PV array (Wh) E hydr hourly hydraulic energy demand (Wh) Et equation of time f fraction diffuse * Corresponding author. F fraction of the capital provided as subsidy (subsidy rate (%)) F d estimated average consumption of diesel in the DG system (L/h) g acceleration of gravity (m/s 2 ) H hourly global solar irradiation on a horizontal surface (Wh/m 2 ) H 0 extraterrestrial solar irradiance (Wh/m 2 ) H d diffuse solar radiation (Wh/m 2 ) H b direct radiation (Wh/m 2 ) H Greenwich world time (h) HMT total height (m) H t hourly irradiance in the plane of the PV array (Wh/m 2 ) i interest rate (%) K T hourly clearness index n annuity Q hourly water flow rate (m 3 /h) q quantum of the day (i.e. q = 1 for 1 January and q = 365 for 31 December) NOCT nominal operating cell temperature ( • C) R b ratio of beam radiation on the PV array to that on the horizontal R inv inverter efficiency (%) R p moto-pump system efficiency (%) S area of the array (m 2 ) TSV true solar time (h) t hour of the day (h) T a hourly ambient temperature ( • C) T d number of operating hours of the DG system (h) T c average module temperature ( • C) T r reference temperature (= 25 • C) V init initial cost of the equipment (TND) V ann initial value of the annuity V as actualised simple value of the component V au value actualised uniform of the annuity V W hourly wind speed (m/s) α absorptivity τ transmissivity β slope of the PV array ( • ) β opt optimum tilt angle ( • ) ρ density of water (kg/m 3power conditioning losses (%) λ p miscellaneous PV array losses (%) η f factor acco...