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The performance of each algorithm is assessed based on three standard measures: maximal link utilization, sum load, and the number of used links.
Traffic engineering is responsible for improving the network performance, for instance, the objective function that minimizes the maximal link utilization which is usually adopted to avoid the network congestion.
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This technique can practically maximize link utilization.
For instance, in link utilization, the metric is considered the maximum utilization based on end-to-end nodes which process by (15) and take the P u into a mapping table of P u according link utilization.
The input of the Spine Switch Controller is the link utilization update, including link utilization increase update and link utilization decrease update.
The overall link utilization is low for both heuristics.
Also, the link utilization has related with realistic traffic density.
This difference in link utilization has a direct impact on the final number of active links.
For a link utilization decrease update, the Spine Switch Controller updates the link utilization and checks if the timer for deactivating Spine switches should start.
The algorithm consists of five metrics which are (1) propagation link delay, (2) queuing delay, (3) link hop count, (4) link utilization, and (5) link length.
BLUE uses both the packet loss and link utilization history to manage congestion.
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CEO of Professional Science Editing for Scientists @ prosciediting.com