I have some doubts in the interpretation of the hydraulic gradient line of irricad,
1. is the pressure at the lower edge referring to the dynamic or static pressure at a certain point in the pipe?
2. What is indicated as limits, means the allowable nominal pressure limits of the pipe? (Attached image 2)
3. How is the interpretation when the line is below the natural terrain? (Attached image 1)
Thank you very much for clarifying the doubts
regards
https://postimg.org/image/eiwfjs4b5/

https://s16.postimg.org/3w2mecw5x/image.jpg
https://postimg.org/image/4mq40fbiv/

https://s15.postimg.org/4zhi6ltsr/image.jpg