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Hazen‐Williams equation

Input interpretation

Hazen-Williams equation
Hazen-Williams equation

Equation

v = 0.849 m^0.37/s C R^0.63 S^0.54 |  v | flow velocity of fluid S | hydraulic grade line slope C | Hazen-Williams coefficient of roughness R | hydraulic radius (head loss due to friction)
v = 0.849 m^0.37/s C R^0.63 S^0.54 | v | flow velocity of fluid S | hydraulic grade line slope C | Hazen-Williams coefficient of roughness R | hydraulic radius (head loss due to friction)

Input values

hydraulic grade line slope | 0.00012 Hazen-Williams coefficient of roughness | 150 hydraulic radius | 15 meters
hydraulic grade line slope | 0.00012 Hazen-Williams coefficient of roughness | 150 hydraulic radius | 15 meters

Result

flow velocity of fluid | 5.354 m/s (meters per second) = 11.98 mph (miles per hour) = 17.57 ft/s (feet per second) = 63239 ft/h (feet per hour) = 19.28 km/h (kilometers per hour) = 462.6 km/day (kilometers per day)
flow velocity of fluid | 5.354 m/s (meters per second) = 11.98 mph (miles per hour) = 17.57 ft/s (feet per second) = 63239 ft/h (feet per hour) = 19.28 km/h (kilometers per hour) = 462.6 km/day (kilometers per day)