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  2. Open-channel flow - Wikipedia

    en.wikipedia.org/wiki/Open-channel_flow

    The discharge of a steady flow is non-uniform along a channel. This happens when water enters and/or leaves the channel along the course of flow. An example of flow entering a channel would be a road side gutter. An example of flow leaving a channel would be an irrigation channel.

  3. Standard step method - Wikipedia

    en.wikipedia.org/wiki/Standard_Step_Method

    This can only occur in a smooth channel that does not experience any changes in flow, channel geometry, roughness or channel slope. During uniform flow, the flow depth is known as normal depth (yn). This depth is analogous to the terminal velocity of an object in free fall, where gravity and frictional forces are in balance (Moglen, 2013). [ 3 ]

  4. Parshall flume - Wikipedia

    en.wikipedia.org/wiki/Parshall_flume

    Parshall flumes require a drop in elevation through the flume. To accommodate the drop in an existing channel either the flume must be raised above the channel floor (raising the upstream water level) or the downstream channel must be modified. As with weirs, flumes can also have an effect on local fauna. Some species or certain life stages of ...

  5. Open channel spillway - Wikipedia

    en.wikipedia.org/wiki/Open_channel_spillway

    Nappe flow regimes occur for small discharges and flat slopes. If the discharge is increased or the slope of the channel is increased, a skimming flow regime can occur (Shahheydari et al. 2015). Nappe flow has pockets of air at each step whereas skimming flow does not. The onset of skimming flow can be defined as: (d c)=1.057*h - 0.465*h 2 /l ...

  6. Chézy formula - Wikipedia

    en.wikipedia.org/wiki/Chézy_formula

    The Chézy Formula is a semi-empirical resistance equation [1] [2] which estimates mean flow velocity in open channel conduits. [3] The relationship was conceptualized and developed in 1768 by French physicist and engineer Antoine de Chézy (1718–1798) while designing Paris's water canal system.

  7. Manning formula - Wikipedia

    en.wikipedia.org/wiki/Manning_formula

    It is a function of the shape of the pipe, channel, or river in which the water is flowing. Hydraulic radius is also important in determining a channel's efficiency (its ability to move water and sediment), and is one of the properties used by water engineers to assess the channel's capacity.

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