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# CVE30003 Transport Engineering- State Government Requirements

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### CVE30003 Transport Engineering

Task 1 – Railway suitability assessment (6 marks)

1. For both options document the relative suitability of each option in meeting the stated State Government requirements
a. As a minimum document the advantages / disadvantages for each railway type

2. Based on the information available, determine a preferred railway type (suburban/metropolitan OR light rail). Document the rationale / key considerations used to make your selection

Task 2 – Operational planning and assessment (6 marks)

3. Using MTM Standard MTST 000002-01 / A1545 determine:
a. Document the minimum horizontal curve radius and transition curve length combination required to allow applied cant to be set at 65% of equilibrium cant (‘design minimum radius’)

b. Calculate the minimum horizontal curve radius, applied cant and transition curve length combination required to achieve the maximum operating speed (‘absolute minimum radius’)

4. Assess the route using Google Earth / Google Maps (or similar) and determine any high level locations / broad areas (if any) where the ‘design minimum radius’ may not be able to be achieved

c. If any, estimate the achievable design speed using MTM Standard

5. Assess the route using Google Earth / Google Maps (or similar) and determine the minimum journey time between Cranbourne Station and
Clyde Station?For both railway types assume:
• Procurement of project specific Rollingstock with assumed linear:
i. acceleration of 1.2m/s2
ii. In service braking/deceleration of 1.0m/s2

• Dwell time (the time stopped/stationary) at each station of 60seconds

6. Determine the rollingstock fleet requirement (number of vehicles)?

For both railway types assume:

• 10 per cent spare rollingstock capacity to allow servicing and breakdown

### CVE30003 Transport Engineering

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