Hydraulic test
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In the hydraulic test, different quantities are calculated according to the type of stilling device adopted. Depending on the different cases, the expected results of the hydraulic calculation are the following:
z0 [m]
Rise in the upstream water level
zg [m]
Water level on the notch (NB: the water on the notch flows under critical state conditions)
zv [m]
Reattachment level of the fluid vein on the face downstream
z1 [m]
Water level downstream the weir
fb [m]
Soil profile level at the distance of maximum excavation (maximum excavation depth)
z2 [m]
Rise in the water level immediately upstream the auxiliary dam
zum [m]
Current level downstream the weir under uniform motion conditions
lbmin [m]
Basin minimum length
hcbmin [m]
Minimum height of the auxiliary dam
z0 [m]
Rise in the upstream water level
zg [m]
Water level on the notch (NB: the water on the notch flows under critical state conditions)
zv [m]
Reattachment level of the fluid vein on the downstream face
z1 [m]
Water level downstream the weir
z2 [m]
Rise in the water level immediately upstream the auxiliary dam
zum [m]
Current level downstream the weir under uniform motion conditions
lbmin [m]
Basin minimum length
hcbmin [m]
Minimum height of the auxiliary dam
z0 [m]
Rise in the upstream water level
zg [m]
Water level on the notch (NB: the water on the notch flows under critical state conditions)
zv [m]
Reattachment level of the fluid vein on the downstream face
z1 [m]
Water level downstream the weir
z2 [m]
Rise in the water level immediately upstream the auxiliary dam
Zum [m]
Current level downstream the weir under uniform motion conditions
lbmin [m]
Basin minimum length
hcbmin [m]
Minimum height of the auxiliary dam
z0 [m]
Rise in the upstream water level
zg [m]
Water level on the notch (NB: the water on the notch flows under critical state conditions)
zv [m]
Reattachment level of the fluid vein on the downstream face
zum [m]
Current level downstream the weir under uniform motion conditions.
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