The WMO Laboratory Intercomparison of Rainfall Intensity (RI) Gauges was held from September 2004 to September 2005 in the laboratories of the Royal Netherlands Meteorological Institute (The Netherlands), Météo-France (France) and the Department of Environmental Engineering of University of Genoa (Italy) in collaboration with the Italian Meteorological Service.
No intercomparisons of instruments for the measurement of RI had been organized so far. Following the recommendations of the Expert Meeting on Rainfall Intensity Measurements, Bratislava, Slovakia, April 2001, it was proposed, as the first and necessary step, to organize an intercomparison of RI instruments in the laboratory conditions. Some laboratory tests of rain gauges were done and reported in the literature, however no intercomparison of RI instruments, in one or several laboratories, had been conducted.
The main objective of the Intercomparison was to test the performance of catchment type rainfall intensity gauges of different measuring principles under documented conditions. Other objectives were to define a standardized procedure for laboratory calibration of catchment type rain gauges, and to provide information relevant to improving the homogeneity of rainfall time series with special consideration given to high rainfall intensities. Finally, a comment on the need to proceed with a field intercomparison of catchment type of RI gauges was required as well as to identify and recommend the most suitable method and equipment for reference purposes within the field intercomparison of catching and non-catching types of gauges.
The CIMO Project Team consisted of the Chair of the Expert Team (ET) and the International Organizing Committee (IOC) on Surface-Based Instrument Intercomparisons, the Project Leader and three Site Managers, coordinated the work of the laboratories involved in the intercomparison. The 19 pairs of participating instruments from 18 manufacturers were divided into three groups, with each group being tested for a period of about three to six months in each of the laboratories, in order to obtain a high degree of confidence in the results. The first phase of tests had successfully concluded by 15 February, the second by 15 May 2005 and the third by September 2005. All the cost related to laboratory intercomparisons was born by the laboratories and the manufacturers involved.
The majority of the participating instruments were tipping-bucket gauges, which are the most widely used in operational networks. Second group of instruments were weighing gauges; the third group consisted of two participating instruments only using a non-common measuring principle, namely, a water level based on conductivity measure.
A general methodology was adopted for the tests, based on the generation of a constant water flow from a suitable hydraulic device within the range of operational use declared by the instrument’s manufacturer. The water was conveyed to the funnel of the instrument under test in order to simulate constant rainwater intensity. The flow was measured by weighing the water over a given period of time. The relative difference between the measured and generated rainfall intensity was assumed as the relative error of the instrument for the given reference flow rate. In addition to measurements based on constant flow rates, the step response of each instrument was checked based on the suitable devices developed by each laboratory.
Each laboratory developed its own testing device, with some differences in the principle and technology used to generate a constant water flow, as well as in the way the water is weighed in the device. These provided a basis for the development of a standardized procedure for generating consistent and repeatable precipitation flow rates for possible adoption as a laboratory standard for calibration of catchment type RI gauges.
The results of the Intercomparison showed that the tipping-bucket rain gauges that were equipped with proper correction software provided good quality rainfall intensity measurements. The gauges where no correction was applied had larger errors. In some cases problems of water storage in the funnel occurred that could limit the usable range for rain intensity measurement.
The uncertainty of the rainfall intensity is generally less for weighing gauges than for the tipping-bucket rain gauges under constant flow rate condition, provided the instrument is properly stabilized. The measurement of rainfall intensity is affected by the response time of the acquisition system. Significant delays were observed in “sensing” time variation of the RI by weighing gauges. The delay is the result of the internal software which is intended to filter the noise. Only one instrument had a delay that met the WMO 1-minute rainfall intensity requirement.
The two gauges using a conductivity measurement for determining water level showed good performances in terms of uncertainty under controlled laboratory conditions. Siphoning problems for one gauge limits its ability to measure a wide range of rainfall intensity. For the other one, a limitation is related to the emptying mechanism, in which case 2-minute delay was observed. These gauges are potentially sensitive to the water conductivity, with no demonstrated problems during the laboratory tests.
The laboratory tests were performed under controlled conditions and constant flow rates (rainfall intensities) so as to determine the intrinsic counting errors. It must be considered that RI is highly variable in time, thus catching errors may have a strong influence on the overall uncertainty of the measurement. The need to combine the assessment of both counting and catching errors for the instrument analyzed in the laboratory is paramount. Provided the instrument is properly installed in the field, according to the WMO specifications, the question to be answered is what kind of instrument (measuring principle, manufacturer, model) is the most suited to the specific requirements of the user. This question cannot be answered based on the laboratory Intercomparison alone, although the results obtained can provide preliminary information to manufacturers and the first-step selection criterion for the user.
Therefore, it is necessary to proceed with the quality assessment procedure initiated in the laboratory by organizing a follow-up Intercomparison in the field where the instruments tested in the laboratory should have a priority. This would allow continuity in the performance assessment procedure and result in the estimation of the overall operational error to be expected in the measurement of RI in the field. Also other instruments would be included in the field intercomparison, even if not tested in the laboratory phase, with a priority given to the non-catching type of instruments.
For the Field Intercomparison a working reference rain gauge(s) should be inserted in a pit according to the EN-13798 standard Reference Raingauge Pit, adopted by ISO, in order to minimize the effect of weather related errors on the measured rainfall intensities. According to the results of the laboratory intercomparison, it is recommended to select the best performing dynamically corrected tipping bucket rain gauge(s) and the weighing gauge(s) showing the shortest step response and the lowest uncertainty as reference gauges. The combined analysis of the reference gauges allows the best possible estimation of the rainfall intensity in the field, given their demonstrated performance in the laboratory. The use of one reference instrument alone is not recommended.
Finally, the improvement of the uncertainty of RI gauges introduces the risk of affecting the homogeneity of rainfall time series. The improvement of the measurement of RI may produce a discontinuity of the historical rainfall intensities records, which could influence especially the studies of extreme events. The bias introduced by non-corrected records propagates through any rainfall-runoff model down to the statistics of flow rates in water courses, with non negligible effects on the study of floods and flash floods. An example of the correction of the historical rainfall series was demonstrated using the result of the laboratory intercomparison. |