Energy losses

General

General

The Energy losses property page is used to define energy losses associated with local flow obstructions such as sudden flow contractions or expansions and gradual or abrupt changes in the river alignment. Moreover, a user defined energy loss coefficient can be defined.

Location

ID. String identification of the energy loss point. ID will be used in structure results and hence makes it easier to identify a specific structure if setup con­tains many structures, or if multiple structures are defined at the same loca­tion.

Branch name. The Branch name is automatically registered where the energy loss point is located.

Chainage. Chainage at which the energy loss point is located.

Energy losses

At each specified energy loss point a discharge grid point is inserted at run-time. At each time step of the computation the discharge at energy loss points is computed by use of the energy equation:

Rivernetwork00189.jpg

 

in which

Rivernetwork00192.jpg

is the energy loss, g is the acceleration of gravity, Q is the dis­charge, A is the cross-sectional wetted area and

Rivernetwork00195.jpg

 denotes the energy loss coefficient.

Five different types of energy losses may be included in the simulation:

·         User defined loss

·         Contraction loss

·         Expansion loss

·         Abrupt change in alignment

·         Gradual change in alignment

For user defined loss, contraction loss and expansion loss an energy loss coefficient must be defined for both positive and negative flow.

For alignment change, the angular change in river alignment at the energy loss point must be specified. Additionally, for gradual change the roughness coefficient must be defined. The roughness coefficient is of the order of 0.2 for rough pipes and of the order of 0.1 for smooth pipes.