Humayoon Rehman student

Hi.
I had been trying to add inflow from tributaries at several points to my river network in order to calibrate my river model.
How can i add inflow of tributaries without adding branches to the model?
Please help.

Thanks, i found it useful.

Another reason for error later found was that i had defined my dambreak structure as " Side structure + Reservoir " with volume vs elevation data for the reservoir but later i changed the Dambreak structure type to  "Regular" same was done for the Weir.
when simulations were carried out it was successful.  :)

But there the was no data for the dam in the model as i had no idea how to add reservoir to the model.


please guide me in this matter.


Regards,
Humayun Malik

Hi,
i have been working on dambreak simulation but continuous errors are arising in defining Broad crested weir.
The errors are:

Error No 340 : The weir in River JHELUM at chainage 2000.000 meter
                is located in a river reach without a cross
                section on both sides of the weir.
despite of the fact that i have defined cross sections on both sides of weir.

  Error No 86  : Error in the structure in JHELUM : 2000.000 meter.
                The water level in the weir in Q/h relations is not
                monotonically increasing.

is this error about reservoir storage or Q/h calculation for the weir?

Hello,

I m also facing the same problem.
in my network dambreak structure is at 25.000 meter while the error message appears as:

  Error No 92  : The dambreak structure at SSPR_DB01 : 50.000 meter.
                is defined with time dependent failure mode but there
                is no corresponding specification in the Boundary-file

The problem is persistent even when i use NWS DAMBRK eq.

please help me if you faced and resolved such issue.