BASEMENTBasic Simulation Environment for computation of environmental flow and natural hazard simulationLaboratory of Hydraulics, Hydrology and Glaciology (VAW)ETH Zurich |
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Hi,
I need a clarification regarding the "local_slope_corrrection" in the BEDLOAD\FORMULA block.
As I understand it, this prarmeter is used to reduce the critical Shields number for particles on a side slope. I.e. particles on a side slope (banks) start to move at a lower shear stress compared to particles on a horizontal bed.
Question:
1) How is this parameter used in combination with Engelund Hansens bed load formula? I believe that Engelund Hansens formula does not include a critical stress. Does BASEMENT still apply some slope correction, or is local slope correction ignored for EH?
2) Same question as above, but for Wilcock Crowe (wich has a reference stress instead of a critical stress)?
Kind regards,
Marulke
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Hi Marulke
'local_slope_correction' does correct the critical shear stress due to a local bed slope (longitudinal bed slope in flow direction AND lateral bed slope).
To answer your questions:
(1) Since the EH-formula does not consider a critical shear stress, 'local_slope_correction' will have no effect
(2) I assume that here also it will have no effect. At least to my understanding, it would make no sense to apply this concept to W&C formula.
hope this helps!
Best, Lukas
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Hi Lucas,
thank you for the clarification.
Regards,
Marulke
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