Closed Mehdi-Ali closed 3 years ago
We are using internally the assumption that the roughness coefficient e (Colebrook) increases linearly with time: e = eo + a t, being t the pipe age. Some values for eo and the slope a are assumed internally for different materials. I a coming version, both of them would be editable, and automatic conversion to C values and n values for H-W and C-M formulas will be done
Thank you for answering to my question, were the assumption of the "eo" and the "a" based on experiences and practical results or were it purely theoretical ?
The hypothesis of the linear variation of roughness with time was first formulated by Colebroosk in 1937, and later confirmed by numerous experimental studies. The following reference: "Predicting Internal Roughness in Water Mains" by T. Walski, published in 1988 in the Journal AWWA confirm these results. You can download it from: https://www.researchgate.net/publication/235156580_Predicting_Internal_Roughness_in_Water_Mains . (see in particular fig. 1)
Thank you for your answers. Best regards.
"Set Roughness Coefficient" is a very helpful function, what formula is it based on ? I searched everywhere and could not find it! Thank you so much for sharing your amazing plugin.