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Channel sizes vary along the aqueduct, a typical section being a concrete-lined canal 40 feet (12 metres) wide at the base, with 30 feet (9 metres) the average depth of flow.
The latter may be computed from a formula expressing the discharge in terms of crest length of the weir, depth of flow above the weir, weir geometry, and other factors.
It is generally expressed as Fr = v/ gd)1/2, in which d is depth of flow, g is the gravitational acceleration (equal to the specific weight of the water divided by its density, in fluid mechanics), v is the celerity of a small surface (or gravity) wave, and Fr is the Froude number.
The thickness at which such an accumulation collects and progresses upstream depends on the velocity of the flow (V) and is given implicitly in the formula in which g is acceleration of gravity, ρ and ρi are the densities of water and ice, respectively, h is the thickness of the accumulating ice, and H is the depth of flow just upstream of the ice cover.
In the former, the depth of flow can vary.
The results of the NAM model were used to simulate the maximum depth of flow using the FLO-2D model.
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From the muddy trace on the wall, the flow depth of debris flow was about two-floors high.
The exhaustion time increased with increase of bed depth, decrease of flow rate and influent concentration.
Channeled surface flow begins when overland flow becomes deep enough to be erosive; and depth of overland flow represents a balance between short-term precipitation and soil infiltration.
The experimental results showed that the drainage pool effectively decreased the maximum depth of the flow in the triggering area, thereby avoiding the occurrence of debris flow.
The boulder is isolated, detached, and not buttressed, and the depth of water flow is higher than the height of the boulder and the flow velocity is depth averaged.
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