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  1. Zartosht1963

    Evaluation of Two Different Cavitation Photo

    Thank you for your prompt reply. The pump is installed inside a Municipal Water Treatment Plant. In such a plants, the pumps always are running on full load capacity the demands will be compensated by storage tanks which are available in distribution side. The backside of vanes are almost...
  2. Zartosht1963

    Evaluation of Two Different Cavitation Photo

    Dear Johny. Thank you for your clarification. I have to add some explanation which may be helpful. 1- The first set of picture is relevant to new impeller which has been fabricated by 3D scan of existing damaged impeller, array of the best vane for all six vanes of impeller. The new fabricated...
  3. Zartosht1963

    Evaluation of Two Different Cavitation Photo

    Next Photohttp://files.engineering.com/getfile.aspx?folder=932f8a5c-ec2f-4139-a80e-93ba5ddf70f5&file=Pump-1_Cavitation.png
  4. Zartosht1963

    Evaluation of Two Different Cavitation Photo

    Dear Sir; Please find attached the files for your kind attention. Best Regardshttp://files.engineering.com/getfile.aspx?folder=df0d786a-78e2-4714-a671-cfc89af1c683&file=Pump-2_Cavitation.png
  5. Zartosht1963

    Evaluation of Two Different Cavitation Photo

    Dear Friend; I tried to attach the files but unfortunately it was not successful. The chlorine content is about 0.9 t0 1.1 ppm.Pictures
  6. Zartosht1963

    Evaluation of Two Different Cavitation Photo

    Dear All; Would you please review the two impeller which works on the same application, (but the cavitation effects on the impeller blades are different one in leading and the other in trailing edge) and specify the differences and the main reason for it? The pumping media is drinking water...
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