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| Notation | Definition |
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| Index of the design pattern, for the conventional pattern, the exclusive phase pattern, and the interlaced crossing pattern, respectively |
| Index of pedestrian movements, , represents through movement and diagonal movement respectively |
| Cycle length of the intersection, s |
| Green time of the crosswalk, s |
| Red time of the crosswalk, s |
| Interval from the start of green of the crosswalk to that of the crosswalk on the crossing street, s |
| Interval from the start of green of the crosswalk on the crossing street to that of the crosswalk on the studied street, s |
| Walking time on the crosswalk, s |
| Walking time on the crosswalk on the crossing street, s |
| Waiting time for pedestrian to decide whether to cross, s |
| Passing time of vehicle, s |
| Acceptable gap for pedestrians to cross, s |
| , | Arriving rate of pedestrian for through movement and diagonal movement, respectively, ped/s |
| Saturation rate of pedestrian, ped/s |
| Width of one vehicle lane, m |
| Speed of pedestrian crossing the street, m/s |
| Arriving rate of conflicting vehicles, veh/s |
| Arriving rate of conflicting vehicles on the crossing street, veh/s |
| Length of the segment in the calculation diagrams |
| Area of the shadow in the calculation diagrams |
| Delay caused by signal control for pedestrian movement j under design pattern , s |
| Delay caused by conflicts for pedestrian movement j under design pattern , s |
| Delay of pedestrian under design pattern , s |
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