Ukyaw Ngwe Senior Technician (Catchment & Waterways)

Hi
Before you run you have to choose which result data you want. After that open result file and find out data you want.

good luck

Hi

I think your boundary is not fully closed. Some place is open and check and close it.


good luck

Hi I hope that you cut the image file and attached it.  But you must choose to setting and give correct coordinate x,y or lat and longitude correctly.
good luck

Hi
I hope that you attached time series is rainfall time series which will give rain fall run-off dicharge on your catchment area.
For each open branch you still need to give inflow boundary condition at lease zero dischagre value yo run to model. Than mean other than rainfall discharge. That may be some kind of extra discharge.
So you do not need to use rainfall discharge again in boundary file again.

Hope that will help u.

Good Luck

Hi all
To represent a reservoir online , you need to cross section which represent the your elevation and storage volume. End of reservoir you can create a control structure and weir for spillway.
Side structure is for off line storage (used for detention pond). That same as add-storeage area in cross section (to estimate the pond volume to minimize the flood water level). Side structure with reservoir is simalar to side structure. We can not inseret other structure to dischare from storage.

Goood Luck

Hi
I can run dam break in Mike 11.
But it does not looke like breaking  to down stream.
Anybody run successfully ? Want to know tip.

Thank

Hi
1  please prepare Mike 11 file with successful run

2 Set up Mike 21 file with correct bathymetry and run without error.

3 set up Mike Flood and attache these 2 file and run .

Ask if you face some error later.

Good luck

Hi

The method I used is to import the .txt (raw data format) to cross section file.
To get .txt (raw data format) , prepare excel sheet xyz data row by row.
Create a macro to copy the data to another sheet (similar to section raw data file) chinage  by chainage.
Copy this arranged data to Notepad or wordpad and save as .txt and import to cross section file.

good luck

Good day
      I think there is no limit for culvert length as long as Q-h relationship can be calculated.

Good luck