The phrase "accept gaps" is correct and usable in written English.
It can be used in contexts where one is discussing the acknowledgment or allowance of incomplete information or inconsistencies.
Example: "In our analysis, we must accept gaps in the data due to the limitations of our sources."
Alternatives: "acknowledge discrepancies" or "allow for omissions".
This platform provided the service providers the opportunity to recognize and accept gaps in healthcare quality and agree on quality improvement plans with timelines and responsible persons.
All the aggressive drivers are found to have accepted a gap less than or equal to 6 s, whereas non-aggressive drivers accept gaps as high as 11 s.
Similarly, as seen in Fig. 4, about 35%% of cars accept gaps of 3 s when the conflicting vehicles are three-wheelers, but the percentage reduces to about 18%% acceptance when two-wheelers are conflicting.
A sample of 235 pedestrian observations was used for waiting behavior, crossing speed, accepted gaps, and driver yielding behavior analysis.
Results of the left-turn maneuver study revealed that participants accepted gaps in the range of 4.0 9.0 s.
The critical headways are calculated using Raff's method, i.e., using graphical representation of cumulative distribution functions of accepted gaps and rejected gaps [20].
Gap acceptance at intersection is the process in which a vehicle in the secondary access accepts gaps available in the primary traffic stream.
The data such as pedestrian (gender and age), vehicular, traffic and pedestrian behavioural characteristics were extracted to model pedestrian accepted gaps.
Based on these data the cumulative curves of the rejected and accepted gaps were built; mean critical headways were found ranging between 3.00 s and 3.80 s depending on the entry approach, while the mean follow-up headway ranged between 3.26 s and 4.90 s.
Despite its simplicity in calculating the critical headway the Ashworth's method [78] assumes the exponential distribution for the headway of circulating stream and the normal distribution for the accepted gaps; this situation is often difficult to satisfy on field because traffic streams can result influenced by upstream traffic conditions or low flow rates in undersaturated conditions.
Figure 7 shows the histogram of accepted gap sizes for the same videos.
