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515 examples
The net positive suction head available at a pump's suction, the margin above vapor pressure that keeps the pump from cavitating.
A dimensionless index comparing the local pressure margin above vapor pressure to the flow's dynamic pressure, used to assess cavitation risk.
The metric flow coefficient Kv of a control valve, derived from its flow rate, fluid specific gravity, and pressure drop.
A shape-classifying index for centrifugal pumps computed from the plain numeric rpm, gpm, and feet-of-head values at the best efficiency point.
The total dynamic head a pump must overcome at a given flow, combining a fixed static lift with head loss that grows with the square of flow rate.
The combined head produced by two pumps piped in series, each passing the same flow but adding its own head rise.
The combined flow delivered by two identical-head pumps piped in parallel, each contributing its own share of flow at a common head.
The flow rate passing beneath a partially raised sluice gate as a function of gate opening, width, discharge coefficient, and upstream head.
The flow rate over a triangular V-notch weir as a function of notch angle and upstream head, a standard method for measuring small open-channel flows.
The theoretical outlet velocity of a siphon driven purely by the elevation difference between the reservoir surface and the outlet.
The wetted cross-sectional area of a trapezoidal open channel from its bottom width, flow depth, and side slope.
The pressure drop along a straight run of HVAC ductwork from air friction against the duct walls, using the same Darcy-Weisbach form used for pipe flow.
The vapor mass fraction (quality) of a two-phase liquid-vapor mixture, defined as vapor mass flow divided by total mass flow.
The load a driven or bored pile can carry through side friction between its shaft surface and the surrounding soil.
The load a pile can carry at its tip, from the bearing capacity of the soil or rock beneath the pile base.
The reduction in average per-pile capacity when piles are grouped closely together, due to overlapping stress zones between adjacent piles.
The factor of safety against sliding on a plane parallel to an infinite (long, uniform) slope, with cohesion and friction resisting gravity-driven shear.
The active earth pressure coefficient for a cohesionless soil retained behind a wall, from the simplified Coulomb (Rankine-form) relation.
The dry unit weight of a soil sample computed from its measured wet (bulk) unit weight and gravimetric water content.
The dimensionless time factor governing the rate of primary consolidation settlement in a saturated clay layer.
A simplified estimate of the earthquake-induced cyclic shear stress ratio used as the demand side of a liquefaction triggering assessment.
The ultimate bearing capacity of a strip footing on cohesive-frictional soil from Terzaghi's classical three-term superposition equation.
An estimate of immediate elastic settlement for a footing bearing on sand, using bearing pressure, footing width, an influence factor, and soil modulus.
The stress intensity factor at the tip of a crack in a loaded component, the central quantity in linear elastic fracture mechanics.