---
title: "Parking terms; speed-density and flow relations"
subject: "Transportation Engineering II"
chapter: 1
key: "semester_7/transportation_engineering_ii:parking-terms-speed-density-relation"
source: https://www.bctengineer.com/q/semester_7/transportation_engineering_ii/parking-terms-speed-density-relation
site: BCT Engineering
---

# Parking terms; speed-density and flow relations

Transportation Engineering II · Chapter 1: Traffic Engineering

- Asked in: 2081 Baisakh, 4+4 marks
- Video: [Relation between fundamental traffic flow parameters, Flow, Speed and Density, A simple explanation](https://www.youtube.com/watch?v=MOxya1UVxgc) — Transportation Engg Talks | Satish IITR
- Answer checked by Claude Opus 5.5 (high effort) on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_7/transportation_engineering_ii/parking-terms-speed-density-relation
- Whole chapter: https://www.bctengineer.com/md/semester_7/transportation_engineering_ii/chapter-1

## Question

Define parking accumulation, parking turnover, parking load and parking index. Explain speed-density relation and speed-flow relation with required graphs.

## Short answer

Parking accumulation is number of vehicles parked at a given time; turnover is rate of use per bay; load is total vehicle-hours; index is percentage occupancy relative to capacity. Speed-density relation is linear v=vf(1−k/kj); speed-flow relation is parabolic with maximum flow qmax=vf kj/4 at speed vf/2 and density kj/2.

## Answer

#### Parking terms
- **Parking accumulation:** the number of vehicles parked in a study area at a given instant. Plotting it against time gives the accumulation curve; its peak gives the demand.
- **Parking volume:** total number of vehicles parked in an area during a given period (usually a day); it counts each vehicle once.
- **Parking load:** the area under the accumulation curve, in vehicle-hours (or vehicle-minutes) in a given period; it shows the total parking demand in time.
- **Parking duration:** the length of time a vehicle stays parked.
- **Parking turnover:** the rate of use of a parking space, the number of vehicles parked per bay in a given time.

$$
\text{Turnover} = \frac{\text{Number of vehicles parked in the period}}{\text{Number of parking bays available}}
$$

- **Parking index (occupancy):** the ratio of the number of bays occupied to the number of bays available, as a percentage. It measures how well the supply is used.

$$
\text{Parking index} = \frac{\text{Parking load (vehicle-hours)}}{\text{Parking capacity (bay-hours)}} \times 100
$$

where parking capacity = number of bays x hours of study. An index near 100 percent means the supply is exhausted; a very low value means over-supply.

#### Speed-density relation
Speed falls as density rises. The simplest (Greenshields) model is linear:

$$
v = v_f\left(1 - \frac{k}{k_j}\right)
$$

where $v_f$ is the free-flow speed (at $k \to 0$) and $k_j$ is the jam density (where $v = 0$).

```text
 v ^
vf |*
   |   *
   |      *
   |         *
   |            *
   +---------------*--> k
   0               kj
```

#### Speed-flow relation
Since $q = vk$, eliminating $k$ gives $q = k_j\left(v - v^2/v_f\right)$, a parabola with maximum flow $q_{max} = v_f k_j/4$ at $v = v_f/2$.

```text
 v ^
vf |*
   |  *
   |    *   uncongested
vm |- - - -*----- (v = vf/2)
   |       *  congested
   |     *
   +-----|----> q
   0   qmax
```

The upper branch is stable (uncongested) flow, and the lower branch is forced (congested) flow. Flow rises with density up to $k_m = k_j/2$ (capacity) and then falls to zero at jam density.

## Check yourself

The answer's key points as multiple-choice questions, with the correct option and why.

1. What is parking load?
   A. Number of vehicles parked at an instant
   B. The area under the accumulation curve, in vehicle-hours
   C. Vehicles per bay
   D. Time one vehicle stays
   Answer: B. Parking load is the area under the accumulation curve in vehicle-hours. (Key point: Parking load)

2. How is parking turnover calculated?
   A. Number of vehicles parked in the period / number of bays available
   B. Bays occupied x hours
   C. Load / duration
   D. Accumulation x bays
   Answer: A. Turnover is vehicles parked per bay in a given period. (Key point: Parking turnover)

3. What does a parking index near 100 percent mean?
   A. Over-supply of bays
   B. The parking supply is exhausted
   C. Zero demand
   D. Turnover is low
   Answer: B. Index = load / capacity x 100; near 100 percent means the bays are fully used. (Key point: Parking index)

4. What is the maximum flow in the Greenshields model and where does it occur?
   A. vf kj at v = vf
   B. vf kj/4 at v = vf/2
   C. vf kj/2 at v = vf/4
   D. kj/4 at v = vf
   Answer: B. q = kj(v - v^2/vf) peaks at v = vf/2 with qmax = vf kj/4; the upper branch is uncongested. (Key point: Speed-flow relation)

## Related in Transportation Engineering II

- [Linear speed-density: free speed 80, jam 120](https://www.bctengineer.com/question.md?key=semester_7%2Ftransportation_engineering_ii%3Alinear-speed-density-free-80-jam) — Transportation Engineering II, chapter 1, asked 2×
- [Linear speed-density: free speed 90, jam 150](https://www.bctengineer.com/question.md?key=semester_7%2Ftransportation_engineering_ii%3Alinear-speed-density-free-90-jam) — Transportation Engineering II, chapter 1, asked 2×
- [Linear speed-density V = 60 - 0.43K](https://www.bctengineer.com/question.md?key=semester_7%2Ftransportation_engineering_ii%3Alinear-speed-density-v-60-minus) — Transportation Engineering II, chapter 1
- [Linear speed-density: free speed 80, jam 130](https://www.bctengineer.com/question.md?key=semester_7%2Ftransportation_engineering_ii%3Alinear-speed-density-free-80-130) — Transportation Engineering II, chapter 1
- [Time/space mean speed and density from spot speeds](https://www.bctengineer.com/question.md?key=semester_7%2Ftransportation_engineering_ii%3Aspot-speed-20-values-time-space) — Transportation Engineering II, chapter 1
- [Floating car method: flow, journey and running speed](https://www.bctengineer.com/question.md?key=semester_7%2Ftransportation_engineering_ii%3Afloating-car-25-5km-flow-speed) — Transportation Engineering II, chapter 1

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