Research Article

A study on the comparison of kinetic energies calculated with some formulas using Fulljet nozzle

Volume: 59 Number: 3 September 30, 2022
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A study on the comparison of kinetic energies calculated with some formulas using Fulljet nozzle

Abstract

Objective: The objective of this study was to compare kinetic energies calculated by different formulas with Rose’s (reference) formula, using Fulljet type nozzle (½ HH-50 WSQ) at different pressures. Material and Methods: A platform in the dimension of 1x1 m was used to place 17 cups (250 cm3) and inclined at a slope of 9%. Then, artificial rainfalls (at pressures of 30, 40, 50, 60 and 70 kPa) was applied with a ½ HH-50 WSQ nozzle for 5 minutes and each experiment was triplicated. Drop diameter, rainfall intensities, terminal velocities were determined and kinetic energies were calculated with different equations. Results: In this study, it was found that rain intensities varied between 85- and 109 mm h-1, Christiansen coefficients (CU) (%) were 83-87 %, drop diameter (D50) were 1.77-2.05 mm, and terminal velocities were 6.08-6.67 m s-1. Average kinetic energies were also calculated between 9.94-46.59 J m-2 mm-1, respectively. Conclusions: The results obtained from this study (±5 %) were found to be in good agreement with the Rose (1960) formula and some kinetic energy formulas.

Keywords

Christiansen coefficients , kinetic energy. , mean drop diameter , Rain intensity , terminal velocity

References

  1. Anonymous, 2019. Catalog 75C HYD. (Web page: https://www.spraying.com.tr) (Date accessed: April 2021).
  2. Bollinne, A., P. Florins, P. Hecq, V. Renard & J.L. Volfs, 1984. Etude de l’energie des pluies en climat tempere oceanique d’Europe Atlantique. Geomorphologie, 27-35.
  3. Brandt, C.J., 1990. Simulation of the size distribution and erosivity of raindrops and throughfall drops. Earth Surfaces Processes, 15: 687-698. https://doi.org/10.1002/esp.3290150803.
  4. Bubenzer, G. D. & L. D. Meyer, 1965. Simulation of rainfall and soils for laboratory research. Transaction of American Society of Agricultural Engineers, 8: 73-75.
  5. Carter, C.E., J.D. Greer, H.J. Braud & J.M. Floyd, 1974. Raindrop characteristics in south central United States. Transaction of American Society of Agricultural Engineers, 1033-1037. doi: 10.13031/2013.37021.
  6. Cerro, C., J. Bech, B. Codina & J. Lorente, 1998. Modelling rain erosivity using disdrometric techniques. Soil Science of Society of American Journal, 62: 731-735. https://doi.org/10.2136/sssaj1998.03615995006200030027x.
  7. Chouksey, A., V. Lambey, B. R. Nikam, S. P. Aggarvald & S. Dutta, 2017. Hydrolgical modelling using a rainfall simulator over an experimental hillslope plot. Hydrology, 4: 17. https://doi.org/10.3390/hydrology4010017.
  8. Christiansen, J. E., 1942. Irrigation by sprinkling. University of California Agricultural Experiment Station Bulletin No: 670.
  9. Coutinho, M. A. & P. P Tomas, 1995. Characterisation of raindrop size distributions at the Vale Formoso Experimental Erosion Center. Catena, 25: 187-197. https://doi.org/10.1016/0341-8162(95)00009-H.
  10. Houndonougbo, M. & G. Yönter, 2020. Farklı basınçlarda veejet ve fulljet başlıkların yağış şiddeti, Christiansen katsayısı, yüzey akış ve toprak kayıpları üzerine etkilerinin kıyaslanması üzerine bir ön çalışma. Ege Üniversitesi. Ziraat Fakültesi Dergisi, 57 (2): 209-217. https://doi.org/10.20289/zfdergi.553142.
APA
Yonter, G., & Houndonougbo, H. M. (2022). A study on the comparison of kinetic energies calculated with some formulas using Fulljet nozzle. Journal of Agriculture Faculty of Ege University, 59(3), 397-408. https://doi.org/10.20289/zfdergi.950402