Research Article

Comparing Three Lane Merging Schemes for Short-Term Work Zones: A Simulation Study

Table 2

Validation runs of the early SDLMS, late SDLMS, and MAS.

MAS validation using throughputLate SDLMS validation using throughputEarly SDLMS validation using throughput
Base driving behavior parameter setRun numberRun numberRun number

Car following model default parameter valuesRun 7Run 8Run 9Run 10Run 11Run 12Run 7Run 8Run 9Run 10Run 11Run 12Run 7Run 8Run 9Run 10Run 11Run 12

CC0  Standstill distance 4.92 ft4.924.924.924.924.924.924.924.924.924.924.924.924.924.924.924.924.924.92
CC1  headway time 1.20 s1.10 1.10 1.00 0.50 0.50 0.50 1.10 1.10 1.00 0.50 0.50 0.50 1.10 1.10 1.00 0.50 0.50 0.50
CC2  following variation 13.12 ft20.00 10.00 10.00 10.00 10.00 10.00 20.00 10.00 10.00 10.00 10.00 10.00 20.00 10.00 10.00 10.00 10.00 10.00
CC3 threshold for Entering “following” −8−800−8.00−8.00−8.00−8.00−8.00−8.00−8.00−8.00−8.00−8.00−8.00−8.00−8.00−8.00−8.00−8.00−8.00
CC4 negative “following threshold” −0.35−0.35−0.35−0.35−0.35−0.35−0.35−0.35−0.35−0.35−0.35−0.35−0.35−0.35−0.35−0.35−0.35−0.35−0.35
CC5 positive “following threshold” 0.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.350.35
CC6 speed dependency of oscillation 11.4411.4411.4411.4411.4411.4411.4411.4411.4411.4411.4411.4411.4411.4411.4411.4411.4411.4411.44
CC7 oscillation acceleration 0.82 ft/sec20.820.820.820.820.820.820.820.820.820.820.820.820.820.820.820.820.820.82
CC8 standstill acceleration 11.48 ft/sec211.4811.4811.4811.4811.4811.4811.4811.4811.4811.4811.4811.4811.4811.4811.4811.4811.4811.48
CC9 acceleration at 50 mph 4.92 ft/sec24.924.924.924.924.924.924.924.924.924.924.924.924.924.924.924.924.924.92

Lane changing model default parameter values

OwnTrailing
Maximum deceleration−13.12 ft/s2−9.48 ft/s2−9.48−9.48−9.48−9.48−9.48−9.48−9.48−9.48−9.48−9.48−9.48−9.48−9.48−9.48−9.48−9.48−9.48−9.48
(−1 ft/sec2) per distance100 ft100 ft100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00
Accepted deceleration−3.28 ft/s2−1.64 ft/s2−1.64−1.64−1.64−1.64−1.64−1.64−1.64−1.64−1.64−1.64−1.64−−1.64−1.64−1.64−1.64−1.64−1.64−1.64

Waiting time before diffusion60 s60.0060.0060.0060.0060.0060.0060.0060.0060.0060.0060.0060.0060.0060.0060.0060.0060.0060.00
Min. headway (front/rear)l.64 ft1.641.641.641.641.641.641.641.641.641.641.641.641.641.641.641.641.641.64
To slower lane if collision time above11.00 s11.0011.0011.0011.0011.0011.0011.0011.0011.0011.0011.0011.0011.0011.0011.0011.0011.0011.00
Safety reduction factor0.1 0.20 0.20 0.25 0.25 0.50 0.40 0.20 0.20 0.25 0.25 0.50 0.40 0.20 0.20 0.25 0.25 0.50 0.40
Maximum deceleration for−29 ft/s2−29.00−29.00−29.00−29.00−29.00−29.00−29.00−29.00−29.00−29.00−29.00−29.00−29.00−29.00−29.00−29.00−29.00−29.00
cooperative braking

Throughput evaluation

Average simulated simulated throughput (veh/hr)1026.601014.301011.201013.811016.811014.601099.201104.101105.301105.101103.201100.2012071216.001220.001238.001260.801262
Average observed throughput (Veh/hr)970.50970.50970.50970.50970.50970.501062.331062.331062.331062.331062.331062.331271.61271.601271.601271.601271.601271.6
% Error5.78%4.51%4.19%4.46%4.77%4.54%3.47%3.93%4.04%4.03%3.85%3.56%−5.08%−4.37%−4.06%−2.71%−0.85%−0.75%

𝑇 -test0.280.310.330.330.290.340.210.150.120.120.160.180.10.170.180.310.410.47