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In Germany, we currently have a huge discussion on how to calculate Q from moving-boat ADCP measurements, and – as we see (small) differences in Qs steming from the different software products used – this software to apply in a standardized operational use.
First, there is the (new) ISO 24578, describing what is mostly accomplished in the Software RSL, WinRiver, Pulse(?), ViSea, and of cource QRev and QRevInt.
Second, in Germany we calculate Q from moving-boat measurements applying the velocity-area-method (softwarewise: RSL or WinRiverII and afterwards in AGILA) – at least for federal gauges. At a state or water administriative level we additionally find applications of RSL or WinRiver, only (and by that changing the calculation method).
I wonder what other National Hydrological Instituts apply for their operational measurements. I know the practise in some countries , but I would be interested in a more wider spectrum of countries (Italy, Spain, Greece, SA, …. ).
Saying this, I would be glad if you all could contribute to this question, by briefly answering
a) wich method is applied
b) which Software is used
Or… to shorten this effort: Has somebody an current overview on this?
Thanks a lot in advance.
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Ole Rössler
Federal Institute of Hydrology
Koblenz, Germany
email: roessler at bafg.de
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