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  2. Manning formula - Wikipedia

    en.wikipedia.org/wiki/Manning_formula

    The Chézy coefficient was introduced in 1768 while the Gauckler–Manning coefficient was first developed in 1865, well before the classical pipe flow resistance experiments in the 1920–1930s. Historically both the Chézy and the Gauckler–Manning coefficients were expected to be constant and functions of the roughness only.

  3. Frank method - Wikipedia

    en.wikipedia.org/wiki/Frank_method

    The Frank Method is a method for packing tobacco into a smoking pipe initially developed by Achim Frank for use in pipe smoking competitions.. The Frank method involves compacting the tobacco from the sides without compressing the top.

  4. Hydraulic roughness - Wikipedia

    en.wikipedia.org/wiki/Hydraulic_roughness

    It quantifies the impact of surface irregularities and obstructions on the flow of water. One roughness coefficient is Manning's n-value. [2] Manning's n is used extensively around the world to predict the degree of roughness in channels. The coefficient is critical in hydraulic engineering, floodplain management, and sediment transport studies.

  5. Chézy formula - Wikipedia

    en.wikipedia.org/wiki/Chézy_formula

    Since partially full pipes aren't pressurized, they are considered open channels by definition. Therefore, the Manning and Chézy formulas can be applied to calculate partially full pipe flow. [2] [10] [11] However, the intended use of these formulas are primarily for considering uniform and turbulent flow.

  6. Flow in partially full conduits - Wikipedia

    en.wikipedia.org/wiki/Flow_in_partially_full...

    However, an important assumption is taken that Manning’s Roughness coefficient ‘n’ is independent to the depth of flow while calculating these values. Also, the dimensional curve of Q/Q(full) shows that when the depth is greater than about 0.82D, then there are two possible different depths for the same discharge, one above and below the ...

  7. Darcy friction factor formulae - Wikipedia

    en.wikipedia.org/wiki/Darcy_friction_factor_formulae

    The Reynolds number Re is taken to be Re = V D / ν, where V is the mean velocity of fluid flow, D is the pipe diameter, and where ν is the kinematic viscosity μ / ρ, with μ the fluid's Dynamic viscosity, and ρ the fluid's density. The pipe's relative roughness ε / D, where ε is the pipe's effective roughness height and D the pipe ...

  8. Pipe smoking - Wikipedia

    en.wikipedia.org/wiki/Pipe_smoking

    Due in no small part to successful campaigning against tobacco use, sales of pipe tobacco in Canada fell nearly 80% in a recent fifteen-year period to 27,319 kilograms in 2016, from 135,010 kilograms in 2001, according to federal data. [4] By comparison, Canadian cigarette sales fell about 32% in the same period to 28,600,000,000 units. [5]

  9. Darcy–Weisbach equation - Wikipedia

    en.wikipedia.org/wiki/Darcy–Weisbach_equation

    Darcy–Weisbach equation calculator; Pipe pressure drop calculator Archived 2019-07-13 at the Wayback Machine for single phase flows. Pipe pressure drop calculator for two phase flows. Archived 2019-07-13 at the Wayback Machine; Open source pipe pressure drop calculator. Web application with pressure drop calculations for pipes and ducts