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civil - Applied Hydraulic Engineering: Uniform Flow

Properties of open channels (Applied Hydraulic Engineering: Uniform Flow)

   Posted On :  12.07.2016 06:57 pm
Properties of open channels (Applied Hydraulic Engineering: Uniform Flow)

These are channels made by man. They include irrigation canals, navigation canals, spillways, sewers, culverts and drainage ditches.

Properties of open channels

 

Artificial channels

 

These are channels made by man. They include irrigation canals, navigation canals, spillways, sewers, culverts and drainage ditches. They are usually constructed in a regular cross-section shape throughout � and are thus prismatic channels (they don�t widen or get narrower along the channel.

 

In the field they are commonly constructed of concrete, steel or earth and have the surface roughness� reasonably well defined (although this may change with age � particularly grass lined channels.) Analysis of flow in such well defined channels will give reasonably accurate results.

 

Natural channels

 

Natural channels can be very different. They are not regular nor prismatic and their materials of construction can vary widely (although they are mainly of earth this can possess many different properties.) The surface roughness will often change with time distance and even elevation.

 

Consequently it becomes more difficult to accurately analyse and obtain satisfactory results for natural channels than is does for man made ones. The situation may be further complicated if the boundary is not fixed i.e. erosion and deposition of sediments.

Geometric properties necessary for analysis

 

For analysis various geometric properties of the channel cross-sections are required. For artificial channels these can usually be defined using simple algebraic equations given y the depth of flow. The commonly needed geometric properties are shown in the figure below and defined as:

 

Depth(y)�the vertical distance from the lowest point of the channel section to the free surface.

Stage (z) � the vertical distance from the free surface to an arbitrary datum

Area (A) � the cross-sectional area of flow, normal to the direction of flow

Wetted perimeter (P) � the length of the wetted surface measured normal to the direction of flow.

Surface width  (B) � width of the channel section at the free surface

Hydraulic radius (R) � the ratio of area to wetted perimeter ( A/P )

Hydraulic mean depth (Dm) � the ratio of area to surface width ( A/B )

 


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