4.3 - Forecasting the demand
- 4.1- Overview
- 4.2 - Demand estimates
- 4.3 - Forecasting the demand
- 4.4 - Sensitivity testing of the demand estimates
- 4.5 - Reporting of demand estimates
- 4.6 - References
4.3 - Forecasting the demand
Introduction
There are two distinct procedures for forecasting the demand for transport services or facilities, depending on whether the proposal is for a new service or facility or an improvement to an existing service or facility.
Note: The estimated future demand for the do minimum and each option, including the proposal, must be calculated.
Procedure for new service or facility
Where a new transport service or facility is proposed, the evaluator could undertake a WTP survey and develop a demand estimate using a methodology appropriate to the proposed service or facility.
The basis of the survey and demand estimate and any underlying assumptions, particularly those related to traffic growth rates, shall be clearly stated in the evaluation report.
Procedure for improvement to service or facility
Forecasting demand for improvements to transport services involves the following:
| Step | Action |
|---|---|
| 1 |
Estimate the WTP and elasticity of demand for the particular quality improvement to an existing service or facility:
|
| 2 | Identify the relevant elasticity and cross elasticity values for the user charges and service quality change, either from the WTP survey or using values from other sources. Some values applicable to New Zealand are provided in appendix A13 and further information is provided in reference 1. |
| 3 | Calculate the demand for the service where there is an increase in the user charge: Total number of new and existing users, Qprice= [((P1- Pnew) / P1) x UCE x Q1] + Q1 where: Q1= existing number of users P1 = existing average user charge Pnew = new average user charge UCE = user charge elasticity. |
| 4 |
Calculate the demand for the service based on the change in service quality:
|
| 5 | Determine the proportion of new users transferring from road and from other sources. Use cross-elasticity values for road to alternate services where available or use other sources (ie surveys). Appendix A13 and reference 1 may provide appropriate indicative values. |
| 6 | Test the results by varying the user charge levels and service quality elasticity for the impact on the demand. From this testing, a more complete demand curve can be derived. |
| 7 | Compare the results of the demand estimate with other similar services, where feasible, to ascertain that the estimate is credible. |
