In his first-century treatise De Aquis Urbis Romae, Sextus Julius Frontinus, appointed water commissioner (curator aquarum) of Rome in 97 CE, cataloged the municipal aqueducts and highlighted a persistent administrative crisis: the volume of water recorded at public distribution reservoirs (castella) was significantly less than the intake volume calculated at the upland source springs. Frontinus attributed this discrepancy entirely to illicit siphoning by landowners tapping conduits along their routes and to corrupt water-men (aquarii) installing distribution pipes (calices) with interior diameters exceeding their official stamps. However, modern hydraulic analyses indicate that Frontinus calculated volumetric flow solely by summing pipe cross-sectional areas—measured in standardized quinariae—without accounting for flow velocity or hydraulic gradient. Because water entered conduits from steep upland springs at high velocities, a given cross-sectional area at the intake admitted far more water per second than an identical cross-sectional area could discharge through the low-velocity, horizontal pipes at urban distribution points. As a result, comparing cross-sectional areas across different gradients inevitably yielded an apparent mathematical deficit in water volume.
Based on the passage, which of the following is most strongly supported concerning Frontinus's administrative audits?
- AThey successfully eliminated illicit siphoning by establishing standardized stamped measurements for all urban delivery pipes.
- BThey overestimated the actual volume of water entering the system at the upland springs because the steep gradient impeded steady conduit inflow.
- They would have signaled an apparent shortfall in delivered water even within an aqueduct system completely free of illegal diversion or pipe tampering.Cevap
- DThey prompted Roman authorities to replace lead distribution pipes with masonry channels to equalize water pressure across municipal districts.
- EThey systematically underestimated the extent of corruption among water-men by assuming that water velocity remained constant throughout the aqueduct network.