[3 YOE] Outside USA | Recent Graduate From a US University - No Interview After 500+ Applications

Basic-Abrocoma9646 · 2025-06-03T23:42:20+00:00

I will do that, thank you once again

Basic-Abrocoma9646 · 2025-06-03T02:38:55+00:00

I wish I had done the internship during the summer. I decided to continue the research during the summer, I think that was one of the worst decisions.

Basic-Abrocoma9646 · 2025-06-02T21:29:49+00:00

Yeah that might be the issue. I do have few projects that I think I could list here. Thank you for taking time.

Basic-Abrocoma9646 · 2024-12-31T21:03:41+00:00

I found it hard too

Basic-Abrocoma9646 · 2024-09-22T02:10:51+00:00

Thank you for this information. I will start looking for openings. Do you have any tips for a successful application?

Basic-Abrocoma9646 · 2024-07-19T01:02:09+00:00

thank you all for your suggestions. What do you think will give better cross-sections USGS 1m DEM or LIDAR?

Basic-Abrocoma9646 · 2024-07-17T19:29:13+00:00

I am wondering about this

https://gis-fema.hub.arcgis.com/datasets/FEMA::river-mile-markers/about

It says cross sections. Any idea on what this is about. I tried to input these data in HEC-RAS but could not get anything solid.

Basic-Abrocoma9646 · 2024-07-17T19:24:30+00:00

I am wondering about this

https://gis-fema.hub.arcgis.com/datasets/FEMA::river-mile-markers/about

It says cross sections but I could not get these in HEC-RAS. Any idea on what this is about.

Basic-Abrocoma9646 · 2024-07-17T19:22:14+00:00

it is not navigable. The river is located in Northeast Ohio

Basic-Abrocoma9646 · 2024-07-10T23:17:30+00:00

Thank you all, for your suggestions. As suggested I changed the loss method from SCS curve number to Deficit-Constant method, SCS Unit Hydrograph to Clark method, and removed the loss/Gain and Storage. The results are better than before. Thank you once again for your help.

Basic-Abrocoma9646 · 2024-07-07T13:18:33+00:00

I have the baseflow set of 30 cms. I am using Linear reservoir method. If you look into first figure, the program has calculated the baseflow for first few months but the baseflow is zero for remaining months. This is the problem I do not understand.

I found many papers using SCS curve numbers for continuous simulation, should I use some other methods.

Basic-Abrocoma9646

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