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Hi
I would like to ask you for advices. My model is partially stable: – location vs. time (max flow) (see appendix 1) https://drive.google.com/file/d/0B6wWUzbPUM0dR3FhQU15WkR1WG8/view?usp=sharing – Volume of hydrograph – Translation an Attenuation of wave
but he has a error in the WSE above bridge (see appendix 2, 3). https://drive.google.com/file/d/0B6wWUzbPUM0dTW9nYndHSHJVUHc/view?usp=sharing https://drive.google.com/file/d/0B6wWUzbPUM0dMWc1T1BDZlk5ZTA/view?usp=sharing I was trying to use all stability possibilities (CS spacing, Time computation, HTab CS and Bridge), but my problem is persisted!
thank you for your advices regards Robert
My errors (abrupt increase of WSE) are results of abrupt decrease velocity before the bridge. What method can I solve this problem? My bridge are small obstructions without pillar!
Robert
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