The 'EMIRE' large rainfall simulator: design and field testing

A rainfall simulator for 5 ×10 m plots was designed and tested within the EMIRE (Etude et Modélisation de l'Infiltration, du Ruissellement et de l'Erosion) program. The simulator is intended to be used in the field and to reproduce natural tropical rain storms. The simulator is composed of...

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Published inEarth surface processes and landforms Vol. 25; no. 7; pp. 681 - 690
Main Authors Esteves, Michel, Planchon, Olivier, Lapetite, Jean Marc, Silvera, Norbert, Cadet, Patrice
Format Journal Article
LanguageEnglish
Published Chichester, UK John Wiley & Sons, Ltd 01.07.2000
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Abstract A rainfall simulator for 5 ×10 m plots was designed and tested within the EMIRE (Etude et Modélisation de l'Infiltration, du Ruissellement et de l'Erosion) program. The simulator is intended to be used in the field and to reproduce natural tropical rain storms. The simulator is composed of fixed stand pipes. The nozzle (Spraying Systems Co. 1H106SQ) mounted on the top of the pipes sprays square areas. At a water pressure of 41·18 kPa the mean drop diameter is 2·4 mm and the calculated kinetic energy 23·5 J m−2 mm−1. The pipes are located at the corners of a 5·5 × 5·5 m square grid. The rainfall intensity is constant (65 mm h−1) and spatially uniform (Christiansen's coefficient of uniformity is 78 to 92 per cent) over the plot. Repeatability of application rate and spatial variability of rainfall intensities were tested by analysing (1) variations in intensity for different experiments on the same plot, and (2) variations in intensity between different plots. The study is based on data collected during nine field rainfall simulation experiments. Three replications of the same rain were applied on three 50 m2 plots. The results show good performance in all cases. The values of the mean rainfall intensities and coefficient of uniformity obtained from field data agreed with the laboratory values. The performance of this simulator is comparable to others described in the literature. Copyright © 2000 John Wiley & Sons, Ltd.
AbstractList A rainfall simulator for 5 ×10 m plots was designed and tested within the EMIRE (Etude et Modélisation de l'Infiltration, du Ruissellement et de l'Erosion) program. The simulator is intended to be used in the field and to reproduce natural tropical rain storms. The simulator is composed of fixed stand pipes. The nozzle (Spraying Systems Co. 1H106SQ) mounted on the top of the pipes sprays square areas. At a water pressure of 41·18 kPa the mean drop diameter is 2·4 mm and the calculated kinetic energy 23·5 J m−2 mm−1. The pipes are located at the corners of a 5·5 × 5·5 m square grid. The rainfall intensity is constant (65 mm h−1) and spatially uniform (Christiansen's coefficient of uniformity is 78 to 92 per cent) over the plot. Repeatability of application rate and spatial variability of rainfall intensities were tested by analysing (1) variations in intensity for different experiments on the same plot, and (2) variations in intensity between different plots. The study is based on data collected during nine field rainfall simulation experiments. Three replications of the same rain were applied on three 50 m2 plots. The results show good performance in all cases. The values of the mean rainfall intensities and coefficient of uniformity obtained from field data agreed with the laboratory values. The performance of this simulator is comparable to others described in the literature. Copyright © 2000 John Wiley & Sons, Ltd.
A rainfall simulator for 5 x 10 m plots was designed and tested within the EMIRE (Etude et Modelisation de l'Infiltration, du Ruissellement et de l'Erosion) program. The simulator is intended to be used in the field and to reproduce natural tropical rain storms. The simulator is composed of fixed stand pipes. The nozzle (Spraying Systems Co. 1H106SQ) mounted on the top of the pipes sprays square areas. At a water pressure of 41.18 kPa the mean drop diameter is 2.4 mm and the calculated kinetic energy 23.5 J m super(- 2) mm super(-1). The pipes are located at the corners of a 5.5 x 5.5 m square grid. The rainfall intensity is constant (65 mm h super(-1)) and spatially uniform (Christiansen's coefficient of uniformity is 78 to 92 per cent) over the plot. Repeatability of application rate and spatial variability of rainfall intensities were tested by analysing (1) variations in intensity for different experiments on the same plot, and (2) variations in intensity between different plots. The study is based on data collected during nine field rainfall simulation experiments. Three replications of the same rain were applied on three 50 m super(2) plots. The results show good performance in all cases. The values of the mean rainfall intensities and coefficient of uniformity obtained from field data agreed with the laboratory values. The performance of this simulator is comparable to others described in the literature.
Author Silvera, Norbert
Esteves, Michel
Cadet, Patrice
Planchon, Olivier
Lapetite, Jean Marc
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Luk SH, Abrahams AD, Parsons AJ. 1993. Sediment sources and sediment transport by rill flow and interrill flow on a semi-arid piedmont slope, Southern Arizona. Catena 20(1/2): 93-111.
Joss J, Waldvogel A. 1967. Ein spektrograph für niederschlagstropfen mit automatischer auswertung (A spectrograph for automatic measurement of rainfalls). Pure and Applied Geophysics 68: 240-246.
Munn JR, Huntington GL. 1976. A portable rainfall simulator for erodibility and infiltration measurements on rugged terrain. Soil Science Society of America Journal 40(4): 622-624.
Swanson NP. 1965. Rotating boom rainfall simulator. Transactions of the American Society of Agricultural Engineers 8(1): 71-72.
Parsons AJ, Abrahams AD, Luk SH. 1990. Hydraulics of interrill overland flow on a semi-arid hillslope, southern Arizona. Journal of Hydrology 177(3-4): 255-273.
Snedecor GW, Cochran G. 1980. Statistical Methods Seventh edition. Iowa State University Press.
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Planchon O, Cadet P, Lapetite JM, Silvera N, Esteves M. 2000. Relationship between raindrop erosion and runoff erosion under simulated rainfall in the Sudano-Sahel: consequences for the spread of nematodes by runoff. Earth Surface Processes and Landforms 25
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Lascano RJ, Vorheis JT, Baumhardt RL, Salisbury DR. 1997. Computer controlled variable intensity rain simulator. Soil Science Society of America Journal 61(4): 1182-1189.
Sauvageot H, Lacaux JP. 1995. The shape of averaged drop size distributions. Journal of Atmospheric Science 52(8): 1070-1083.
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Meyer LD, McCune DL. 1958. Rainfall simulator for runoff plots. Agricultural Engineering 39: 644-648.
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References_xml – reference: Parsons AJ, Abrahams AD, Luk SH. 1990. Hydraulics of interrill overland flow on a semi-arid hillslope, southern Arizona. Journal of Hydrology 177(3-4): 255-273.
– reference: Joss J, Waldvogel A. 1967. Ein spektrograph für niederschlagstropfen mit automatischer auswertung (A spectrograph for automatic measurement of rainfalls). Pure and Applied Geophysics 68: 240-246.
– reference: Farmer EE. 1973. Relative detachability of soil particles by simulated rainfall. Soil Science Society of America Proceedings 37(4): 629-633.
– reference: Miller WP. 1987. A solenoid-operated, variable intensity rainfall simulator. Soil Science Society of America Journal 51(3): 832-834.
– reference: Asseline J, Valentin C. 1978. Construction et mise au point d'un infiltrométre à aspersion. Cahier ORSTOM (série hydrologie) 15(4): 321-349.
– reference: Sauvageot H, Lacaux JP. 1995. The shape of averaged drop size distributions. Journal of Atmospheric Science 52(8): 1070-1083.
– reference: Morin J, Goldberg D, Seginer I. 1967. A rainfall simulator with a rotating disk. Transactions of the American Society of Agricultural Engineers 10: 74-77.
– reference: Snedecor GW, Cochran G. 1980. Statistical Methods Seventh edition. Iowa State University Press.
– reference: Hall MJ. 1970. A critique of methods of simulating rainfall. Water Resources Research 6(4): 1104-1114.
– reference: Munn JR, Huntington GL. 1976. A portable rainfall simulator for erodibility and infiltration measurements on rugged terrain. Soil Science Society of America Journal 40(4): 622-624.
– reference: Swanson NP. 1965. Rotating boom rainfall simulator. Transactions of the American Society of Agricultural Engineers 8(1): 71-72.
– reference: Römkens MJM, Glenn LF, Nelson DW, Roth CB. 1975. A laboratory rainfall simulator for infiltration and soil detachment studies. Soil Science Society of America Proceedings 39(1): 158-160.
– reference: Christiansen JE. 1941. The uniformity of application of water by sprinkler system. Agricultural Engineering 22: 89-92.
– reference: Meyer LD, McCune DL. 1958. Rainfall simulator for runoff plots. Agricultural Engineering 39: 644-648.
– reference: Riley SJ, Hancock F. 1997. A rainfall simulator for hydrologic and erosion experiments on mines, with an example of its applications at Ranger Uranium Mine, Northern Territory, Australia. The Australasian Institute of Mining and Metallurgy Proceedings. 1: 3-8.
– reference: Luk SH, Abrahams AD, Parsons AJ. 1986. A simple rainfall simulator and trickle system for hydro-geomorphological experiments. Physical Geography 7(4): 344-356.
– reference: Luk SH, Abrahams AD, Parsons AJ. 1993. Sediment sources and sediment transport by rill flow and interrill flow on a semi-arid piedmont slope, Southern Arizona. Catena 20(1/2): 93-111.
– reference: Lascano RJ, Vorheis JT, Baumhardt RL, Salisbury DR. 1997. Computer controlled variable intensity rain simulator. Soil Science Society of America Journal 61(4): 1182-1189.
– reference: Planchon O, Cadet P, Lapetite JM, Silvera N, Esteves M. 2000. Relationship between raindrop erosion and runoff erosion under simulated rainfall in the Sudano-Sahel: consequences for the spread of nematodes by runoff. Earth Surface Processes and Landforms 25:
– volume: 10
  start-page: 74
  year: 1967
  end-page: 77
  article-title: A rainfall simulator with a rotating disk
  publication-title: Transactions of the American Society of Agricultural Engineers
– volume: 61
  start-page: 1182
  issue: 4
  year: 1997
  end-page: 1189
  article-title: Computer controlled variable intensity rain simulator
  publication-title: Soil Science Society of America Journal
– volume: 40
  start-page: 622
  issue: 4
  year: 1976
  end-page: 624
  article-title: A portable rainfall simulator for erodibility and infiltration measurements on rugged terrain
  publication-title: Soil Science Society of America Journal
– year: 1957
– volume: 39
  start-page: 644
  year: 1958
  end-page: 648
  article-title: Rainfall simulator for runoff plots
  publication-title: Agricultural Engineering
– start-page: 3
  year: 1979
  end-page: 7
– year: 1980
– volume: 22
  start-page: 89
  year: 1941
  end-page: 92
  article-title: The uniformity of application of water by sprinkler system
  publication-title: Agricultural Engineering
– start-page: 120
  year: 1979
  end-page: 130
– volume: 20
  start-page: 93
  issue: 1/2
  year: 1993
  end-page: 111
  article-title: Sediment sources and sediment transport by rill flow and interrill flow on a semi‐arid piedmont slope, Southern Arizona
  publication-title: Catena
– volume: 177
  start-page: 255
  issue: 3–4
  year: 1990
  end-page: 273
  article-title: Hydraulics of interrill overland flow on a semi‐arid hillslope, southern Arizona
  publication-title: Journal of Hydrology
– volume: 15
  start-page: 321
  issue: 4
  year: 1978
  end-page: 349
  article-title: Construction et mise au point d'un infiltrométre à aspersion
  publication-title: Cahier ORSTOM (série hydrologie)
– volume: 51
  start-page: 832
  issue: 3
  year: 1987
  end-page: 834
  article-title: A solenoid‐operated, variable intensity rainfall simulator
  publication-title: Soil Science Society of America Journal
– volume: 68
  start-page: 240
  year: 1967
  end-page: 246
  article-title: Ein spektrograph für niederschlagstropfen mit automatischer auswertung (A spectrograph for automatic measurement of rainfalls)
  publication-title: Pure and Applied Geophysics
– volume: 7
  start-page: 344
  issue: 4
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Snippet A rainfall simulator for 5 ×10 m plots was designed and tested within the EMIRE (Etude et Modélisation de l'Infiltration, du Ruissellement et de l'Erosion)...
A rainfall simulator for 5 x 10 m plots was designed and tested within the EMIRE (Etude et Modelisation de l'Infiltration, du Ruissellement et de l'Erosion)...
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SubjectTerms Christiansen coefficient of uniformity
rainfall simulator
Senegal
spatial variability
Title The 'EMIRE' large rainfall simulator: design and field testing
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Volume 25
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