University of Sydney · S1 2027 · FACULTY OF ENGINEERING

CIVL2700 · Transport Systems

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Transport Systems

— Every flow equation, every design check, every mark — transport systems worked the way the USyd exam demands.

CIVL2700 Transport Systems is the University of Sydney's second-year, 6-credit-point transport unit in the School of Civil Engineering, dual-coded with the postgraduate CIVL9700, and it splits neatly into two halves. The University of Sydney frames CIVL2700 around a planning and demand half — accessibility, traffic assignment (User Equilibrium versus System Optimal and congestion tolling), logit mode choice, the four-step demand model, and departure-time and deterministic queueing — and a traffic-engineering half that asks how the road then performs, through stochastic queues, the flow–density–speed identity q = k·v, the fundamental diagram, intersection control, signal timing and public-transport operation. Transport Systems is a method-and-units subject: the marks live in choosing the right model, substituting with correct SI units, doing one clean calculation and interpreting the result. The University of Sydney runs CIVL2700 assessment through Canvas as four assignments and two supervised in-class tests across the semester, capped by a comprehensive final worth 40% of the unit that is a hurdle — you must score at least 40% on the final itself to pass. That structure rewards steady work through STUVAC rather than a last-night cram, and the CIVL2700 result feeds the Weighted Average Mark (WAM) that later University of Sydney transport units build on.

CIVL2700 · University of Sydney
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Contents · the whole subject, one map

What CIVL2700 covers

CIVL2700 Transport Systems runs in two halves, and this twelve-chapter map follows the teaching schedule through both. Chapters 1–6 cover the planning and demand half — accessibility, traffic assignment and tolling, logit choice, demand forecasting and deterministic queueing — while Chapters 7–12 cover the traffic-engineering half, from the flow–density–speed identity q = k·v and the fundamental diagram to intersection control, signal timing and public transport. Use it to see how each week's model builds toward the comprehensive final.

01Introduction to Transport Systems & AccessibilityRole of transport in society, accessibility, modes, brief history, ITS overview (Week 1)02Traffic Assignment: User Equilibrium, System Optimal & TollingWardrop principles, link performance functions, congestion tolls, Braess's paradox (Week 2)03Discrete Choice Modelling (Logit)Utility functions, multinomial logit probabilities, IIA, deterministic vs probabilistic choice (Week 3)04Travel Demand ForecastingFour-step model, trip generation regression/category analysis, mode-destination choice (Week 4)05Deterministic (D/D/1) Queueing & Departure-Time ChoiceCumulative curves, queue clearance, delay & queue length; Vickrey bottleneck/departure-time (Week 5)06Stochastic Queueing (M/M/1, M/D/1, M/M/1/N)Poisson/exponential queues, traffic intensity, L, W, Lq, finite-capacity ramps (Week 6)07Traffic-Stream Variables: Flow, Density, Speedq=k·v, headway/spacing, time-mean vs space-mean speed, inspection paradox (Week 7)08Fundamental Diagram, MFD & Traffic MeasurementTriangular/Greenshields FD, capacity & congestion wave, MFD accumulation dynamics, loop detectors (Week 8)09Principles of Intersection ControlConflict points (crossing/merging/diverging), signalisation warrants, sensors, protected-turn cross-product rule (Week 9)10Signal Timing I: Phasing, Clearance & Lane GroupsYellow & all-red (ITE), dilemma zone, saturation flow, lane groups & critical flow ratios (Week 10)11Signal Timing II: Webster Cycle & Green-Time AllocationTotal lost time, Webster optimum & minimum cycle, effective/displayed green, degree of saturation, pedestrian green (Week 11)12Public Transport Operation & PlanningDwell time via queueing, load-factor boarding rates, transit economics & willingness-to-travel (Week 12)
Assessment

How CIVL2700 is assessed

ComponentWeightFormat
Online Quiz (Early Feedback Task, Canvas)0%Individual online quiz, ~Week 3, pre-census feedback
Assignment 17%Individual problem-solving (early-semester content), ~Week 6
In-class Test 115%Supervised mid-semester test, learning outcomes Weeks 1-4, ~Week 7
Assignment 27%Individual problem-solving (mid-semester core), ~Week 9
In-class Test 215%Supervised mid-semester test, learning outcomes Weeks 5-8, ~Week 10
Preliminary report (of Assignment 4)0%Group-project preliminary submission, ~Week 11
Assignment 37%Final individual problem-solving (closing topics), ~Week 13
Assignment 4 (Final Group Project)9%Collaborative transport-system design, Exam Period
Final Exam40%Supervised comprehensive exam, 2.5 hours, Exam Period
Worked example · free

Triangular fundamental diagram: capacity, congestion wave and a congested state

Q [5 marks]. A University of Sydney CIVL2700 motorway lane follows a triangular fundamental diagram with free-flow speed v_f = 80 km/h, critical density k_c = 30 veh/km and jam density k_j = 210 veh/km. Find the capacity, the backward congestion-wave speed, and the flow and speed when the density is k = 120 veh/km. (5 marks)
  • +1Locate the state. k = 120 veh/km is above the critical density k_c = 30 veh/km, so the lane is on the CONGESTED branch — use q = w(k_j − k), not the free-flow form q = v_f·k.
  • +1Capacity sits at k = k_c: q_max = v_f·k_c = 80 km/h × 30 veh/km = 2400 veh/h (units: km/h × veh/km = veh/h).
  • +1Backward congestion-wave speed w = q_max / (k_j − k_c) = 2400 / (210 − 30) = 2400/180 = 13.3 km/h (the congested branch has slope −13.3 km/h).
  • +1Congested flow at k = 120: q = w(k_j − k) = 13.3 × (210 − 120) = 13.3 × 90 = 1200 veh/h (and it stays below q_max = 2400 veh/h, as a congested state must).
  • +1Space-mean speed from the identity q = k·v: v = q/k = 1200 / 120 = 10 km/h.
Capacity q_max = 2400 veh/h; congestion-wave speed w = 13.3 km/h. At k = 120 veh/km the lane is congested, carrying q = 1200 veh/h at a space-mean speed of v = 10 km/h.
Sia tip — The give-away is which branch you are on: for k > k_c you are congested, so reach for q = w(k_j − k) and always sanity-check that q ≤ q_max. Stuck on which formula a step needs? Ask Sia to explain the free-flow-versus-congested split step by step — it walks the method, it never just hands over an answer.
Glossary

Key terms

Flow (q)
The rate at which vehicles pass a fixed point, in veh/h (or veh/s). Point definition q = n/T; also q = 1/h̄, the reciprocal of the mean time headway.
Density (k)
The number of vehicles per unit length of road at an instant, in veh/km. Section definition k = n/L; also k = 1/s̄, the reciprocal of the mean spacing.
Space-mean speed (v_s)
The harmonic (travel-time / section) average speed, in km/h. The only speed for which q = k·v is exact: v_s = q/k.
Time-mean speed (v_t)
The arithmetic average of spot speeds measured at a point, in km/h. Always v_t ≥ v_s (the inspection paradox), because a detector over-samples fast vehicles.
q = k·v (fundamental identity)
Flow equals density times space-mean speed — dimensionally veh/km × km/h = veh/h. The backbone relation of the traffic-engineering half of the unit.
Traffic intensity (ρ)
The queueing utilisation ρ = λ/μ, the ratio of arrival rate to service rate. Stable single-server queues require ρ < 1.
Capacity (q_max)
The maximum sustainable flow on a road, reached at the critical density; on a triangular fundamental diagram q_max = v_f·k_c.
Critical density (k_c)
The density at which flow is maximised; below it traffic is free-flowing, above it congested.
Jam density (k_j)
The density at which traffic is bumper-to-bumper and flow falls to zero; the spacing there is the minimum s = 1/k_j.
Congestion-wave speed (w)
The backward speed at which a jam propagates upstream on the congested branch; w = q_max/(k_j − k_c), a positive magnitude with branch slope −w.
User Equilibrium (UE)
Wardrop's first principle: every used route between an origin–destination pair carries equal, minimal travel time, so no traveller can improve by switching.
System Optimal (SO)
Wardrop's second principle: flows that minimise total network travel time. SO total time is always ≤ UE; a congestion toll can shift UE flows to SO.
Saturation flow (s)
The maximum discharge rate of a signalised lane group during effective green, in veh/h; movement capacity is c = s·g/C.
Webster optimum cycle (C_opt)
The cycle length that minimises delay: C_opt = (1.5L + 5)/(1 − Y_c), where L is total lost time and Y_c the sum of critical flow ratios (< 1).
FAQ

CIVL2700 FAQ

Can AI help me study CIVL2700?

Yes — the most useful way to use AI here is as a step-by-step explainer, not an answer machine. Sia can walk you through a User-Equilibrium-versus-System-Optimal derivation, show why only the space-mean speed makes q = k·v exact, or unpack a Webster-cycle calculation one line at a time, so you learn the method rather than copy a result. Bring your own tutorial or assignment question and ask Sia to explain each step; it will not do a graded assessment for you, and University of Sydney academic-integrity rules still apply.

Where can I find past exam papers/practice for CIVL2700?

Start on Canvas and in the University of Sydney Library exam-paper collection, where the unit posts its official practice material and any released past papers; your tutorials and assignments are the closest match to the exam's style. This guide also includes a re-authored practice exam that mirrors the final's shape (traffic flow, queueing, capacity and level of service, intersection design and travel-demand forecasting) with fresh numbers, and you can ask Sia to build extra practice questions in the same style and then explain each step. Treat any third-party “model answers” with caution and confirm what is officially provided on Canvas.

What can Sia do that a textbook can't?

A textbook gives one fixed explanation; Sia adapts to where you are stuck. Ask it to re-explain the congested branch of the fundamental diagram a different way, generate a fresh q = k·v or signal-timing problem at the difficulty you need, catch a unit slip in your own working, or quiz you on time-mean versus space-mean speed — all interactively, step by step. It explains the method and checks your reasoning; it never promises a grade or hands over a completed assessment.

Is CIVL2700 hard?

It is more about discipline than difficulty. The maths is mostly algebra and careful unit conversion, but the unit is broad — assignment and tolling, logit choice, demand forecasting, deterministic and stochastic queueing, the fundamental diagram, intersection control, signal timing and transit — so the challenge is keeping every model and its SI units straight. Students who practise the recurring calculation types weekly, rather than cramming through STUVAC, tend to find it manageable.

Does CIVL2700 have a hurdle?

Yes. The final exam is worth 40% of the unit and is a hurdle: you must score at least 40% on the final itself to pass, regardless of your coursework total. That is why it pays to keep working through the whole semester and to cover every topic rather than banking on a strong coursework mark to carry you.

Is the CIVL2700 final open- or closed-book?

The unit's assessment page does not state whether the final is open- or closed-book, and it does not confirm whether a formula sheet is provided — so do not assume either way. Check the current details on Canvas and the University of Sydney exam timetable before the day, along with the exact date, time and room.

What's examined in the CIVL2700 final?

It is comprehensive across the whole unit, so expect the recurring worked types: traffic flow (q = k·v) and time-mean versus space-mean speed, deterministic and stochastic queueing, capacity and level of service on the fundamental diagram, intersection and signal-timing design (clearance times and the Webster cycle), and travel-demand forecasting with logit choice and assignment. It runs 2.5 hours and rewards naming the right model, substituting with units, and one clean calculation.

Study strategy

How to study for the exam

Treat CIVL2700 as a set of recurring calculation types rather than a reading unit, and rehearse them weekly on Canvas material rather than cramming through STUVAC. Each week, do one worked problem of that week's model end to end — write the model name, substitute with SI units, carry one clean calculation, then interpret the answer and cross-check it a second way (for example spacing from 1/k against v·h̄). Because In-class Test 1 covers Weeks 1–4 and Test 2 covers Weeks 5–8, those weeks get examined twice, so keep old test topics warm rather than filing them away. For the comprehensive 40% final, prioritise breadth: the hurdle rewards attempting every topic, so make sure you can start a question in traffic flow, queueing, the fundamental diagram, signal timing and demand forecasting, and only then deepen the ones you find hardest. When a step won't click, ask Sia to explain that single step a different way and to set you a fresh practice question in the same style — it teaches the method and checks your reasoning, and it never substitutes for your own graded work.

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