enow.com Web Search

Search results

  1. Results from the WOW.Com Content Network
  2. Manning formula - Wikipedia

    en.wikipedia.org/wiki/Manning_formula

    The Manning formula or Manning's equation is an empirical formula estimating the average velocity of a liquid in an open channel flow (flowing in a conduit that does ...

  3. Chézy formula - Wikipedia

    en.wikipedia.org/wiki/Chézy_formula

    Manning's formula is a modified Chézy formula that combines many of his aforementioned contemporaries' work. [ 6 ] [ 7 ] Manning's modifications to the Chézy formula allowed the entire similarity parameter to be calculated by channel characteristics rather than by experimental measurements. [ 1 ]

  4. Shallow water equations - Wikipedia

    en.wikipedia.org/wiki/Shallow_water_equations

    The wall shear stress τ is dependent on the flow velocity u, they can be related by using e.g. the Darcy–Weisbach equation, Manning formula or Chézy formula. Further, equation is the continuity equation, expressing conservation of water volume for this

  5. Robert Manning (engineer) - Wikipedia

    en.wikipedia.org/wiki/Robert_Manning_(engineer)

    Robert Manning. Robert Manning (22 October 1816 – 9 December 1897) was an Irish hydraulic engineer best known for creation of the Manning formula. Manning was born in Normandy, France, the son of a soldier who had fought the previous year at the Battle of Waterloo. In 1826 he moved to Waterford, Ireland and in time worked as an accountant.

  6. Albert Strickler - Wikipedia

    en.wikipedia.org/wiki/Albert_Strickler

    In civil engineering practice, the Manning formula is more widely used than Stricker’s dimensionally homogeneous form of the equation. However, Strickler’s observations on the influence of surface roughness and the concept of relative roughness are common features of a variety of formulas used to estimate hydraulic roughness.

  7. AOL Mail

    mail.aol.com

    Get AOL Mail for FREE! Manage your email like never before with travel, photo & document views. Personalize your inbox with themes & tabs. You've Got Mail!

  8. Flow in partially full conduits - Wikipedia

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

    The variations of Q/Q (full) and V/V (full) with H/D ratio is shown in figure(b).From the equation 5, maximum value of Q/Q (full) is found to be equal to 1.08 at H/D =0.94 which implies that maximum rate of discharge through a conduit is observed for a conduit partly full.

  9. Upgrade to a faster, more secure version of a supported browser. It's free and it only takes a few moments: