The velocity dataset at Ponte Nuovo gauged site is used for the analysis. Ponte Nuovo is the outlet of the Upper Tiber basin and velocity data consist of velocity points whose number along the sampled verticals is sufficient (more than eight for some verticals) to shape the vertical velocity profile, even in the presence of secondary currents. A current-meter operated by a cableway system was used to record the streamwise flow velocity section (Tarpanelli et al. 2013). Specifically, a mechanical current-meter was used and the flow velocity was inferred from the rotation of a bucket-wheel with a diameter equal to 13 cm and a horizontal-axis impeller. The used current-meter was able to measure flow velocity in the range of 0.06–8 m/s (Moramarco et al. 2019). Three flow measurements carried out during different hydraulic conditions were considered for the analysis; they refer to low, medium, and high flow conditions and are summarised in Table 1. Each measurement consists of the number of verticals, either 6 or 8, and a number of velocity points, 56–79, which guarantee a good representation of the velocity profile.

Table 1

Main characteristics of the flow velocity measurements at the Ponte Nuovo site (Upper Tiber River, central Italy)

Date (flow condition)Number of verticalsNumber of velocity pointsMaximum water depth (m)Discharge (m3/s)
May 2003 (Low flow) 56 1.56 22 
March 2000 (Medium flow) 79 4.01 274 
November 1996 (High flow) 68 6.44 463 
Date (flow condition)Number of verticalsNumber of velocity pointsMaximum water depth (m)Discharge (m3/s)
May 2003 (Low flow) 56 1.56 22 
March 2000 (Medium flow) 79 4.01 274 
November 1996 (High flow) 68 6.44 463 

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