自动驾驶借道BRT干线协调效率毕业论文【vissim仿真】

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实践证明,随着自动驾驶技术的越来越成熟,为了更好地发挥自动驾驶汽车的效用,有人论述来修建自动驾驶汽车专用车道。基于此,修建自动驾驶车道的方式主要有新建或者利用其他专用车道。与此同时,本研究提出了自动驾驶汽车借道BRT专用车道行驶的方法。本研究首先使用元胞自动机模型,深入分析自动驾驶汽车和普通人工驾驶汽车的混合交通流问题,对自动驾驶汽车和普通人工驾驶汽车设置了不同的规则,通过时空图、流量密度图展示了自动车占比的变化对交通的影响,发现百分之百是自动驾驶汽车时,道路上的交通明显更畅通,通行能力更大,随着普通人工驾驶汽车占比的增加,通行能力降低,走停现象开始变得明显,自动驾驶汽车也很难发挥出自身优势。还考虑到了自动驾驶出现检测误差,人类驾驶出现判断误差的情形,研究了这种情况下的通行能力变化。
在此基础上,之后尝试设置自动驾驶专用车道,发现在自动驾驶汽车占比较低时另外设置专用车道反而造成了一部分资源的浪费,这部分的结论为后文研究自动驾驶专用车道奠定了基础。在自动驾驶汽车占比较低时可以采取自动驾驶汽车借道其他专用车道行驶的方式作为过渡,
本文基于此分析了自动驾驶汽车借道BRT车道行驶时的干线协调控制和运行效率问题。干线协调采用遗传算法进行配时方案的优化,以总延误作为目标函数,将干线自动驾驶汽车的占比分成10%、30%、37.5%、60%四种情况,将道路设置方式分为两种,场景一为自动驾驶汽车在BRT专用车道上行驶,场景二为自动驾驶汽车在普通人工驾驶汽车道上行驶。分析发现,不论自动驾驶汽车占比如何,场景二的总延误一直是最高的,在自动车占比为30%时场景一的延误最小,此时允许自动驾驶汽车到BRT车道上行驶的效果最好。
这说明了在自动驾驶汽车占比较低时,允许自动驾驶汽车借道BRT专用车道行驶是一种很好的过渡方式。






仿真代码
import numpy as np
from collections import deque
class PedestrianSignalOptimization:
def __init__(self):
self.min_pedestrian_green = 7
self.walking_speed = 1.2
self.perception_reaction_time = 3
def calculate_pedestrian_clearance_time(self, crosswalk_width):
clearance_time = self.perception_reaction_time + (crosswalk_width / self.walking_speed)
return np.ceil(clearance_time)
def webster_pedestrian_timing(self, ped_flow, veh_flow, crosswalk_width):
total_lost_time = 12
optimal_cycle = (1.5 * total_lost_time + 5) / (1 - (ped_flow + veh_flow) / 3600)
optimal_cycle = min(max(optimal_cycle, 60), 150)
clearance = self.calculate_pedestrian_clearance_time(crosswalk_width)
ped_green = max(self.min_pedestrian_green, clearance)
veh_green = optimal_cycle - ped_green - total_lost_time
return {
'cycle_length': optimal_cycle,
'pedestrian_green': ped_green,
'vehicle_green': veh_green,
'clearance_time': clearance
}
def calculate_pedestrian_delay(self, arrival_rate, green_time, cycle_length):
red_time = cycle_length - green_time
capacity = 3600 / cycle_length
if arrival_rate < capacity:
avg_delay = (red_time ** 2) / (2 * cycle_length)
else:
avg_delay = red_time + (arrival_rate - capacity) * 3600 / arrival_rate
return avg_delay
def pedestrian_vehicle_conflict_analysis(self, ped_volume, veh_right_turn, crosswalk_width):
conflict_rate = (ped_volume / 3600) * (veh_right_turn / 3600)
severity_factor = 1 + (crosswalk_width - 3) * 0.1
conflict_points = conflict_rate * severity_factor * 3600
return conflict_points
def exclusive_pedestrian_phase_decision(self, ped_volume, veh_volume, right_turn_volume):
ped_vehicle_ratio = ped_volume / (veh_volume + 1)
conflict_severity = right_turn_volume / (veh_volume + 1)
if ped_vehicle_ratio > 0.3 and conflict_severity > 0.4:
return True
elif ped_volume > 500 and right_turn_volume > 300:
return True
else:
return False
def pedestrian_actuation_control(button_press_times, max_wait=90):
if not button_press_times:
return None
current_time = button_press_times[-1]
earliest_press = button_press_times[0]
wait_time = current_time - earliest_press
num_requests = len(button_press_times)
if wait_time > max_wait:
return 'immediate_service'
elif num_requests >= 5:
return 'accelerated_service'
else:
return 'normal_service'
def pedestrian_countdown_timing(total_crossing_time, flash_duration=5):
solid_walk = total_crossing_time - flash_duration
if solid_walk < 7:
solid_walk = 7
flash_duration = max(total_crossing_time - 7, 3)
return {
'solid_walk': solid_walk,
'flashing_dont_walk': flash_duration,
'total_crossing_time': solid_walk + flash_duration
}
def elderly_friendly_timing_adjustment(standard_timing, elderly_percentage):
adjustment_factor = 1 + (elderly_percentage / 100) * 0.3
adjusted_timing = {
'pedestrian_green': standard_timing['pedestrian_green'] * adjustment_factor,
'clearance_time': standard_timing['clearance_time'] * adjustment_factor
}
adjusted_timing['cycle_length'] = (standard_timing['cycle_length'] -
standard_timing['pedestrian_green'] +
adjusted_timing['pedestrian_green'])
return adjusted_timing
def diagonal_crossing_timing(intersection_diagonal, walking_speed=1.0):
crossing_time = intersection_diagonal / walking_speed
perception_reaction = 5
total_time = crossing_time + perception_reaction
return np.ceil(total_time)
def pedestrian_phase_sequencing(ped_demands, phase_capacity):
sequences = []
sorted_demands = sorted(ped_demands.items(), key=lambda x: x[1], reverse=True)
current_sequence = []
current_load = 0
for crossing, demand in sorted_demands:
if current_load + demand <= phase_capacity:
current_sequence.append(crossing)
current_load += demand
else:
if current_sequence:
sequences.append(current_sequence)
current_sequence = [crossing]
current_load = demand
if current_sequence:
sequences.append(current_sequence)
return sequences
def adaptive_pedestrian_detection(detection_zones, occupancy_threshold=0.3):
active_zones = []
for zone_id, occupancy in detection_zones.items():
if occupancy > occupancy_threshold:
active_zones.append(zone_id)
if len(active_zones) >= 2:
priority = 'high'
elif len(active_zones) == 1:
priority = 'medium'
else:
priority = 'low'
return {
'active_zones': active_zones,
'priority': priority,
'num_active': len(active_zones)
}
def pedestrian_green_extension(initial_green, detected_pedestrians, max_extension=15):
base_time_per_ped = 2
additional_time = detected_pedestrians * base_time_per_ped
extension = min(additional_time, max_extension)
total_green = initial_green + extension
return total_green
def multi_phase_pedestrian_optimization(crossings_data):
num_crossings = len(crossings_data)
phase_plan = []
for i, crossing in enumerate(crossings_data):
phase = {
'crossing_id': i,
'green_time': max(7, crossing['required_time']),
'demand': crossing['pedestrian_demand'],
'start_time': sum([p['green_time'] + 4 for p in phase_plan])
}
phase_plan.append(phase)
total_cycle = sum([p['green_time'] + 4 for p in phase_plan])
return phase_plan, total_cycle
def safety_performance_evaluation(conflict_data, volume_data):
total_conflicts = sum(conflict_data.values())
total_volume = sum(volume_data.values())
if total_volume > 0:
conflict_rate = total_conflicts / total_volume * 1000
else:
conflict_rate = 0
if conflict_rate < 2:
safety_level = 'excellent'
elif conflict_rate < 5:
safety_level = 'good'
elif conflict_rate < 10:
safety_level = 'fair'
else:
safety_level = 'poor'
return {
'conflict_rate': conflict_rate,
'safety_level': safety_level,
'total_conflicts': total_conflicts
}
def main():
pso = PedestrianSignalOptimization()
crosswalk_width = 12
clearance = pso.calculate_pedestrian_clearance_time(crosswalk_width)
print(f"Required Clearance Time: {clearance:.1f} seconds")
ped_flow = 400
veh_flow = 800
timing = pso.webster_pedestrian_timing(ped_flow, veh_flow, crosswalk_width)
print(f"\nWebster Method Timing:")
print(f"Cycle Length: {timing['cycle_length']:.1f}s")
print(f"Pedestrian Green: {timing['pedestrian_green']:.1f}s")
print(f"Vehicle Green: {timing['vehicle_green']:.1f}s")
ped_delay = pso.calculate_pedestrian_delay(400, 25, 120)
print(f"\nAverage Pedestrian Delay: {ped_delay:.2f} seconds")
conflicts = pso.pedestrian_vehicle_conflict_analysis(300, 150, 10)
print(f"Estimated Conflict Points per Hour: {conflicts:.1f}")
needs_exclusive = pso.exclusive_pedestrian_phase_decision(500, 800, 350)
print(f"Exclusive Pedestrian Phase Needed: {needs_exclusive}")
button_presses = [0, 15, 25, 35, 42, 48]
service_type = pedestrian_actuation_control(button_presses)
print(f"\nActuation Control Decision: {service_type}")
countdown = pedestrian_countdown_timing(20)
print(f"Countdown Timing: {countdown}")
elderly_adjusted = elderly_friendly_timing_adjustment(timing, 30)
print(f"\nElderly-Adjusted Timing:")
print(f"Pedestrian Green: {elderly_adjusted['pedestrian_green']:.1f}s")
crossings_data = [
{'required_time': 12, 'pedestrian_demand': 300},
{'required_time': 15, 'pedestrian_demand': 450},
{'required_time': 10, 'pedestrian_demand': 200},
{'required_time': 18, 'pedestrian_demand': 350}
]
phase_plan, cycle = multi_phase_pedestrian_optimization(crossings_data)
print(f"\nMulti-Phase Optimization:")
print(f"Total Cycle Length: {cycle:.1f}s")
for phase in phase_plan:
print(f"Crossing {phase['crossing_id']}: Green={phase['green_time']:.1f}s, Start={phase['start_time']:.1f}s")
if __name__ == "__main__":
main()
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