Sentence examples for duration of connection from inspiring English sources

A number of steady-state water surface calculations together with a long-term hydrograph (30 years) (Fig. 2) were used in order to estimate both statistically averaged and event-based connectivity parameters: duration of connection, duration of disconnection, and frequency of connection (Tritthart et al., 2009).

Under a wetter future climate the average duration of connection of wetlands to the main river channel increased by 7% and under a drier climate it decreased by 18%.

Theorem 2: The duration of connection between i and j is τ = 2 v 2 v 2 r 2 − p y v x − p x v y 2 (3).

Thus, we can obtain the duration of connection between i and j as τ = |t1 – t2|, where τ = 2 v y 2 + v y 2 v x 2 + v y 2 r 2 + 2 p x p y v x v y − p y 2 v x 2 − p x 2 v y 2 = 2 v 2 v 2 r 2 − p y v x − p x v y 2 (6).

This trend is only representative when comparing the two ecosystems as neither the duration of connection nor the water age can explain the observed patterns.

Within these two floodplain systems we selected sites which differed by their average annual duration of connection and the water age before sampling.

Proof In the case that vehicles run on neighboring lanes, i.e. i and j move paralleling, we could get p = (p x, p y ) T, v = (v i − v j, 0) T, where p x 2 + p y 2 ≤ R 2 as shown in Figure 7. Thus, the length of connection duration is τ = 2 R 2 − p y 2 v i − v j. (11) Figure 7 Vehicles on neighboring lanes.

Variables collected for each connection include the duration of the connection, the number of bytes transmitted from source to destination (and viceversa), the number of failed login attempts, etc.

Network monitoring: source and destination address and port, number of active connections per source/destination, duration of these connections, number of new connections in the last x seconds per source/destination, number of packets for each source/destination, number of bytes transferred per source/destination.

This is well within the bound set in [23] for acceptable connection tardiness which is half (50%) the lifetime or requested duration of the connection.

TCP CERL utilizes the RTT measurements made throughout the duration of the connection to estimate the queue length (l) of the link, and then estimates the congestion status.