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mat A.Participant
sorry if i interpolate my profil 1 with elevation point layer result is there :
0 36.89
1.722648 37.1
3.417569 36.78
3.927871 36.93
4.346167 36.82
4.76373 37
6.111168 38.123 points are created and only two points are ok with z, the others are false
mat A.Participantfor example, here is my profile 1:
0 39.3
1.722648 37.1
3.927871 36.93
6.111168 39.3here is my profile 1 imported with rasmapper :
0 36.93
1.722648 39.3
3.927871 39.3
6.111168 37.1here is my profile 1 interpolated with elevation point layer :
0 36.89
2.375541 38.34
2.933068 38.24
4.698927 41.96x values are ok but z values are false
September 28, 2017 at 12:09 pm in reply to: How to model a gate witch control upstream WS elevation #10884mat A.ParticipantOK thank you very much, i will try it!
mat A.ParticipantNovember 26, 2015 at 4:59 pm in reply to: How to call the HEC-RAS model in external program? Detailed things inside. Thank you! #9574mat A.ParticipantHello,
You must open your file projet *.r01 with steady.exemat A.ParticipantHello,
OK for downstream condition, thanks! (My interest is near the bridge, downstream condition is far enough).
Sorry, oscillations appears with 0.5m step interpolation, under 1 m. (it’s also depending on manning value).
In this model, measuring station is unfortunately located near the bridge on supercritical flow, that’s why i must interpolate with very low step, and i founded that oscillation problem.
Best regards.
mat A.Participantmat A.ParticipantThank you Robert!
I thought Samuel’s equation must be used in case of unsteady flow data (relation time step and xs interpolation step)?
I choose a low xs interpolation step because of warnings in cross section Output “…this may indicate the need for additional cross sections” I thought results always where best with a low step?
best regards.
mat A.Participantmat A.ParticipantHello,
Thank you for your code!
Can you explain for an inexperimented how to use the code in visual basic? whith witch software?
Thank you in advance for your help.
Mathieu. -
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