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Passengers per hour per direction
Passengers per hour per direction
Passengers per hour per direction
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Passengers per hour per direction (p/h/d),[1] passengers per hour in peak direction[2] (pphpd) or corridor capacity[3][4] is a measure of the route capacity of a rapid transit or public transport system.

Definition

[edit]
Comparative passenger capacity per hour of various modes of transport

The corridor capacity in the passenger transport field refers to the maximum number of people which can be safely and comfortably transported per unit of time over a certain way with a defined width. The corridor capacity does not measure the number of vehicles which can be transported over such way, since the nuclear objective of passenger mobility is to transport passengers, not vehicles.[5][6]

Corridor capacity in pax/(s·m)

In terms of quantities defined within the International System of Units, the corridor capacity may be measured in units of , i.e., the maximum number of passengers per second per meter of the corridor's width. An approximately equivalent concept in physics is volumetric flux.

Directional flow

[edit]
Three parallel escalators; the direction of the middle escalator can be changed to double capacity in one direction (↑↑↓ or ↑↓↓).

Many public transport systems handle a high directional flow of passengers— often traveling to work in a city in the morning rush hour and away from the said city in the late afternoon. To increase the passenger throughput, many systems can be reconfigured to change the direction of the optimized flow. A common example is a railway or metro station with more than two parallel escalators, where the majority of the escalators can be set to move in one direction. This gives rise to the measure of the peak-flow rather than a simple average of half of the total capacity.

See also

[edit]

References

[edit]
Revisions and contributorsEdit on WikipediaRead on Wikipedia

Passengers per hour per direction

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Passengers per hour per direction (PPHPD), also denoted as p/h/d or passengers per hour in peak direction, is a key performance metric in that quantifies the maximum number of passengers a public transit line or corridor can carry in one direction during the peak hour, serving as a primary indicator of route capacity without exceeding thresholds. This measure focuses on the critical link along the route, typically adjusted for peak-hour demand patterns and loading standards to ensure reliable operations. PPHPD is calculated by multiplying the maximum number of vehicles (or ) per hour by the average load per , incorporating factors such as frequency, dwell times at stations, signaling systems, and loading densities (e.g., 7–11 passengers per meter for heavy rail). For instance, line capacity in per hour is derived from constraints, including minimum separation (e.g., 63 seconds for moving-block systems) and dwell times (typically 35–45 seconds), while capacity accounts for seated and standing passengers adjusted by a peak hour factor (often 0.75–0.85 to reflect uneven demand distribution). In (BRT) systems, PPHPD guides design like station occupancy limits (kept below 40% to prevent congestion) and fleet sizing, with real-world examples including in achieving up to 40,000 PPHPD at crush loads and Guangzhou BRT exceeding 27,000 PPHPD. The metric's application extends across transit modes, where capacities vary significantly: regular buses typically range from 1,600 to 3,800 PPHPD, express buses from 1,800 to 6,000 PPHPD, up to 20,000–54,000 PPHPD in segregated rights-of-way, and metros from 21,000 to over 57,000 PPHPD depending on signaling and train lengths. PPHPD is essential for , as it informs mode selection—such as transitioning from buses to rail when demand surpasses 5,000–10,000 PPHPD—and ensures systems balance speed, flows, and ridership without quality degradation. High-capacity examples, like Moscow's metro with 40 trains per hour and 25-second dwells, highlight how advanced controls can push PPHPD limits while maintaining operational margins of 20–25 seconds.

Core Concepts

Definition

Passengers per hour per direction (pphpd), also denoted as p/h/d, serves as a standardized metric in transit to quantify the maximum sustainable throughput along a transit corridor during peak periods, measured in one unidirectional flow. This approach isolates movement in a single direction to prevent double-counting on bidirectional routes, ensuring accurate assessment of capacity constraints at critical points like stations or track segments. By focusing on peak-hour conditions, pphpd captures the system's ability to handle concentrated demand without compromising reliability or comfort. The metric originated in the mid-1990s through efforts by the Transportation Research Board (TRB) to update and standardize transit capacity analysis, with its formal introduction in TCRP Report 13: Rail Transit Capacity, published in 1996. This report built on earlier capacity concepts from the 1980s but adapted them for modern rail systems using data from North American operators. It was further refined and expanded across all transit modes in the first edition of the Transit Capacity and Quality of Service Manual (TCQSM) in 1999, which became a for planners worldwide. The TCQSM has since been updated, with the third edition published in 2013 incorporating additional data and methodologies. pphpd differs from total hourly passenger counts, which aggregate flows in both directions and may obscure bottlenecks during asymmetric periods. Instead, it prioritizes the peak direction—typically the dominant inbound or outbound flow during commutes—to account for real-world imbalances where the majority of travel one way. This emphasis ensures planning accounts for the most stressed operational scenario. At its core, pphpd relies on the broader concept of transit capacity, defined as the maximum number of vehicles or a can accommodate in a given time without incurring excessive , , or service degradation beyond acceptable thresholds. This foundational measure sets the stage for applying pphpd in evaluating unidirectional performance under peak loads.

Directional Flow

In urban transit systems, directional imbalance arises due to temporal variations in passenger demand, particularly during morning and evening peak periods when commuter flows are predominantly inbound toward city centers or outbound from them, respectively. This uneven distribution means that one direction often experiences significantly higher loads than the other, with the peak direction carrying the majority of passengers during peak hours. Such imbalances are a hallmark of radial urban networks serving suburban-to-urban commutes, where must accommodate concentrated surges to avoid bottlenecks. To identify the peak direction, transit planners analyze ridership data collected via automatic fare collection systems, onboard counters, or passenger surveys, which reveal the direction with the highest hourly volume past key points on the line. These methods allow for precise mapping of load profiles, distinguishing the dominant flow (e.g., inbound during morning peaks) from counter-flows, and are essential for focusing capacity assessments on the most stressed segment. By isolating the peak direction, this approach ensures that capacity metrics, such as passengers per hour per direction (pphpd), accurately reflect operational bottlenecks rather than diluting them through bidirectional averaging, which could lead to underdesigned systems and service failures during high-demand periods. This focus on directional peaks informs infrastructure investments, scheduling, and vehicle deployment to match real-world constraints. Examples of these flow patterns include pronounced inbound peaks on suburban commuter lines, such as Toronto's Yonge Subway or Vancouver's SkyTrain. In contrast, corridors often exhibit more balanced patterns, with flows distributed more evenly across directions due to bidirectional travel demands between major hubs.

Calculation Methods

Basic Formula

The basic formula for passengers per hour per direction (PPHPD) in transit systems is derived from the core components of vehicle frequency and passenger loading, providing a foundational measure of theoretical capacity under simplified conditions. This metric isolates peak directional demand, focusing on the maximum flow in one direction during the busiest hour, as opposed to bidirectional totals. The primary equation is: PPHPD=Vh×Pv×Lf\text{PPHPD} = V_h \times P_v \times L_f where:
  • VhV_h is the vehicle capacity per hour (vehicles/hour),
  • PvP_v is the passengers per vehicle (based on design seating and standing capacity),
  • LfL_f is the load factor (peak occupancy ratio, typically ranging from 80% to 150% depending on the transit mode and comfort standards).
This formula establishes the unadjusted baseline capacity, with all terms standardized in passengers per hour for the peak direction only. To derive this, begin with vehicle hh, defined as the time interval between consecutive vehicle departures (in minutes). The vehicle capacity per hour is then calculated as: Vh=60hV_h = \frac{60}{h} This converts the temporal spacing into a hourly rate, assuming consistent scheduling. Next, multiply by the passengers per PvP_v, which represents the nominal capacity derived from vehicle dimensions, seating arrangements, and allowable standing (e.g., 40–60 passengers for a standard bus or 200–500 for a rail ). Finally, apply the load factor LfL_f to account for the ratio of actual peak loading to the vehicle's full capacity, reflecting operational levels during rush hours. The resulting PPHPD value thus quantifies the system's potential to handle unidirectional passenger volume. These calculations rely on assumptions of ideal operating conditions, such as no delays from dwell times at stops, signal interference, or external traffic disruptions, to isolate the inherent system throughput. Baseline values for headways, vehicle capacities, and load factors are guided by the Transit Capacity and Quality of Service Manual (TCQSM), which provides standardized parameters for purposes across transit modes.

Capacity Adjustment Factors

Capacity adjustment factors refine the basic passengers per hour per direction (pphpd) metric by incorporating operational inefficiencies and real-world constraints that extend headways or limit vehicle throughput. Key factors include dwell time, which represents delays from passenger boarding and alighting; failure or delay rates, accounting for mechanical issues or bunching; and clearance times, denoting gaps between vehicles to prevent collisions. These elements collectively reduce theoretical capacity, with dwell time often being the dominant influence in high-volume scenarios. These factors are typically integrated by adding dwell time, clearance time (often 10–15 seconds), and an operating margin (15–25 seconds) to the minimum train separation time to determine the effective , which then updates VhV_h in the basic formula. The resulting design capacity is further multiplied by the peak hour factor (PHF, typically 0.75–0.85) to obtain achievable capacity, accounting for uneven distribution within the peak hour. For instance, high dwell times in busy stations—such as 60 seconds versus a base of 30 seconds—can impose approximately a 50% reduction in overall capacity due to increased headways. Operating margins account for failures and variability, with failure rates varying by mode and location (e.g., 2.5–15%), typically reducing capacity by 14–21%. Clearance times, often 10–15 seconds, further extend headways, with variability in dwell times amplifying this effect by 25–33% under high coefficients of variation (e.g., 60%). Infrastructure elements significantly modulate these adjustments. Platform length determines the number of vehicles that can be accommodated simultaneously, potentially limiting capacity if shorter than lengths. Door configurations influence dwell times, with multiple or wide doors reducing passenger service time by up to 20% through faster boarding. Signal systems, such as signaling, enhance capacity by allowing closer following compared to fixed blocks, yielding approximately a 20% increase in throughput. The Transit Capacity and Quality of Service Manual (TCQSM), 3rd edition (), provides tabulated values for these factors, including exhibits on dwell time impacts (e.g., Exhibit 3-10) and signal effects (e.g., Exhibit 3-19), with updates incorporating like to mitigate dwell variability.

Applications by Transit Mode

Bus rapid transit (BRT) systems apply passengers per hour per direction (pphpd) as a key metric to assess corridor capacity, typically achieving 5,000 to 15,000 pphpd in well-designed implementations through high-frequency service and efficient utilization. Peak capacities can exceed 30,000 pphpd in advanced systems, such as Bogotá's , which has recorded up to 41,000 pphpd by operating approximately 280 articulated buses per hour, each carrying about 160 passengers. This performance relies on the basic pphpd of vehicles per hour multiplied by passengers per , adjusted for operational factors like dwell times and route alignment. Dedicated form the foundation for high pphpd in BRT by minimizing interference from mixed , enabling consistent speeds and frequencies that support up to 50,000 pphpd in optimized single-lane configurations with passing . Off-board collection further enhances capacity by reducing dwell times to 20-30 seconds per stop, as passengers prepay at stations, allowing doors to open immediately for simultaneous boarding and alighting—often achieving 1.2 seconds per passenger per door in systems like . Bus platooning, where operate in closely spaced groups, effectively doubles frequency in a single lane, boosting capacity by approximately 50% to around 13,000 pphpd without additional , though it requires advanced to maintain order and prevent bunching. Post-2000 BRT standards, formalized by the Institute for Transportation and Development Policy (ITDP) in its (first published in 2012 and updated through 2024), emphasize and silver ratings for systems that achieve high capacity through elements like multiple routes operating at over 20 buses per hour, passing lanes at stations, and independent docking bays to handle peak demands without overcrowding. These ratings deduct points for overcrowding above 7 passengers per square meter or frequencies below 8 buses per hour during peaks, ensuring corridors support at least 2,000 pphpd to justify dedicated infrastructure. However, BRT faces inherent limitations, including accelerated rubber tire wear from frequent stops and starts in high-volume operations, which increases costs, and constraints in single-lane setups that cap bus flows unless passing lanes are incorporated, potentially limiting overall throughput at bottlenecks. Planning for BRT corridors prioritizes integration with feeder routes to maximize pphpd by funneling from peripheral areas into high-capacity trunk lines, reducing station saturation and optimizing fleet use—trunk-and-feeder designs can require 11-66% more vehicles than direct services but enhance throughput by concentrating demand. Terminals should be placed at natural divergence points along the trunk to minimize transfer times (typically 5-48 seconds per ) and support articulated buses on trunks for 15-30% cost savings when routes exceed 50% trunk length with multiple converging lines. This hybrid approach ensures feeder services prevent overload on main corridors while extending accessibility, directly contributing to sustained high pphpd across the network.

Rail-Based Systems

Rail-based systems measure passengers per hour per direction (pphpd) as a key indicator of throughput in fixed-guideway transit, where dedicated tracks enable consistent performance across urban corridors. These systems encompass and heavy rail (metro or subway), each tailored to different demand levels and operational environments. LRT typically serves medium-density routes with street-level or semi-separated alignments, while heavy rail targets high-density cores with fully grade-separated infrastructure for maximal efficiency. Light rail systems achieve capacities of 3,000 to 10,000 pphpd, utilizing 2-4 car operating at 5-10 minute headways and accommodating 150-300 passengers per vehicle. This range reflects operational realities in mixed-traffic settings, where vehicle capacities are calculated at 6 passengers per meter of train length, allowing for seated and standing loads in cars approximately 20-25 meters long. For instance, many North American LRT lines, such as those in , approach the upper end with optimized configurations delivering up to 10,700 pphpd on peak services. Heavy rail systems support substantially higher capacities of 20,000 to 50,000+ pphpd, facilitated by automation enabling 2-minute headways and trains carrying 500-1,000 passengers. These figures derive from 6-8 car formations with 7 passengers per meter, often under communications-based train control (CBTC) that permits precise train spacing and boosts overall throughput by 20-30% compared to fixed-block signaling. Examples include systems like BART, where the 2025 CBTC implementation has enabled up to 30 trains per hour in core segments as of 2025. A primary advantage of rail systems lies in their fixed tracks, which support precise scheduling, reduced variability in travel times, and higher operational speeds—often 55-65 mph between stations—compared to rubber-tired modes. Post-2010 advancements in CBTC and have further amplified this by 30-50% in select implementations, enhancing reliability in directional flows along urban corridors. However, challenges include elevated costs, often 4-20 times higher than bus alternatives due to trackwork and , alongside extended station dwell times in mixed-traffic LRT operations, where boarding can exceed 30-60 seconds and constrain headways.

Practical Examples and Comparisons

Real-World System Capacities

The (BRT) system achieved peak capacities of approximately 45,000 passengers per hour per direction (pphpd) during the , demonstrating the potential of well-designed BRT to handle high demand in densely populated urban areas. However, persistent resulted in significant operational challenges, including extended dwell times at stations and , which led to over 25% capacity loss due to delays during peak periods. These issues highlighted the importance of ongoing expansions and strategies to maintain reliable service levels in high-volume corridors. By 2025, expansions have added new lines to alleviate pressures. On heavy rail systems, the London Underground's exemplifies enhanced capacities following signaling upgrades in 2014 and subsequent improvements through 2021, reaching up to approximately 27,000 pphpd on key segments through increased train frequencies of up to 32 trains per hour. The upgrades, which increased overall line capacity by 20%, allowed for more consistent peak-hour performance but also underscored the need for complementary station improvements to mitigate bottlenecks during surges in ridership, with ongoing enhancements as of 2025. Historically, Curitiba's BRT system pioneered efficient high-capacity operations in the 1980s, achieving 15,000 pphpd through the introduction of bi-articulated buses capable of carrying over 250 passengers each, combined with dedicated lanes and off-board fare collection. This innovative approach not only met growing commuter needs but also set a global benchmark for scalable, cost-effective transit, influencing subsequent BRT implementations worldwide while emphasizing the role of vehicle design in boosting throughput. Recent trends in transit operations from 2020 to 2023 reveal post-COVID recovery patterns marked by significant capacity underutilization, with ridership recovering to about 74% of pre-pandemic levels by September 2023, influenced by social distancing measures that limited vehicle loadings and service reductions of up to 59% in vehicle revenue miles. These adjustments, while essential for public health, temporarily reduced effective pphpd utilization across various modes, prompting agencies to explore hybrid recovery strategies like flexible scheduling to rebuild passenger confidence and optimize infrastructure use. By 2025, many systems have recovered to over 90% pre-pandemic capacities with relaxed distancing protocols.

Mode Capacity Benchmarks

In , passengers per hour per direction (pphpd) benchmarks provide standardized capacity ranges for various transit modes, enabling planners to select appropriate systems based on demand forecasts and infrastructure constraints. (BRT) typically achieves 5,000 to 25,000 pphpd, depending on vehicle size, frequency, and dedicated infrastructure, as outlined in the Institute for Transportation and Development Policy (ITDP) BRT Planning Guide. transit (LRT) offers a comparable range of 10,000 to 20,000 pphpd, with capacities influenced by train length and signal headways, according to the Transportation Research Board's Transit Capacity and Quality of Service Manual (TCQSM), 3rd edition. Heavy rail systems, such as metros, demonstrate higher at 30,000 to 60,000 pphpd, benefiting from longer trains and advanced automation that allows headways as low as 90 seconds. These benchmarks highlight a capacity where rail modes generally outperform bus-based systems by a factor of 2 to 3, primarily due to automation enabling denser train operations without compromising safety. (PRT), suited for niche applications like connectors or low-density corridors, operates at 5,000 to 10,000 pphpd using small, on-demand vehicles of 4 to 20 passengers each. Cost-capacity trade-offs are critical in mode selection; BRT corridors delivering around 10,000 pphpd $5 million to $20 million per kilometer, leveraging existing roadways with minimal new . In contrast, heavy rail systems achieving over 40,000 pphpd require investments exceeding $100 million per kilometer, reflecting extensive tunneling, , and station construction. Emerging benchmarks incorporate modes like autonomous pods, projected to reach 8,000 pphpd by 2030 through modular, electric vehicles that adapt capacity dynamically to demand via platooning.
Transit ModeTypical pphpd RangeKey Source
5,000–25,000ITDP BRT Planning Guide
Light Rail Transit10,000–20,000TRB TCQSM, 3rd ed.
Heavy Rail30,000–60,000TRB TCQSM, 3rd ed.
5,000–10,000Zatran PRT Analysis

References

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  2. https://brtguide.itdp.org/branch/master/guide/service-planning/basic-service-planning-concepts
  3. https://www.witpress.com/Secure/elibrary/papers/UT11/UT11022FU1.pdf
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  8. https://onlinepubs.trb.org/onlinepubs/tcrp/tcrp_rpt_165ch-03.pdf
  9. https://nap.nationalacademies.org/read/24766/chapter/7
  10. https://nap.nationalacademies.org/read/24766/chapter/9
  11. https://brtguide.itdp.org/branch/master/guide/why-brt/performance
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  14. https://itdp.org/wp-content/uploads/2024/03/BRT-STANDARD_MAR-2024_ITDP.pdf
  15. https://www.transit.dot.gov/sites/fta.dot.gov/files/docs/CBRT.pdf
  16. https://brtguide.itdp.org/branch/master/guide/service-planning/direct-services-trunk-and-feeder-services-or-hybrids
  17. https://www.nj.gov/transportation/business/research/reports/NJ-2007-001-TB.pdf
  18. https://www.apta.com/wp-content/uploads/RC17-Manconi_John.pdf
  19. https://nacto.org/wp-content/uploads/lrtserviceguidelines_vta.pdf
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  21. https://www.transit.dot.gov/sites/fta.dot.gov/files/FTA_Report_No._0035.pdf
  22. https://www.wmata.com/initiatives/plans/upload/2015-Metrorail-Capacity-White-Paper.pdf
  23. https://www.bart.gov/news/articles/2024/news20241216-0
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  35. https://www.transit.dot.gov/sites/fta.dot.gov/files/2024-08/FTA-Report-0268-Effects-of-the-COVID-19-Pandemic-on-Transit-Ridership-and-Accessibility.pdf
  36. https://www.apta.com/wp-content/uploads/APTA-Policy-Brief-Transit-Ridership-09.28.2022.pdf
  37. https://www.zatran.com/en/technology/personal-rapid-transit-prt/
  38. https://brtguide.itdp.org/branch/master/guide/why-brt/costs
  39. https://www.sciencedirect.com/science/article/pii/S1077291X24000018
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