What is an acceptable headloss in a pipe? I am modelling and find a proposed plan to create 17.29 m/1000m of headloss. It is obviously a high value but what standards are typically applied to determine if it is acceptable or not?
I know the demands required for an area that is far away, 12 km and requires water servicing. I want to apprpriately size a water main and am not sure I am doing this correctly (first try). I have used Hazen Williams to calculate the headloss. Now I am not sure how to proceed. I don't think...
