The design constraints between 200 and 300km/h may seem incremental but they are not. I have been working with a well published railway engineer who worked for 35 tears at barbardier in eastern Ontario. He suggests that in winter reliable speeds above 200km/h will be impossible without intensive maintenance. Raising a railway solves many problems in terms of cold weather engineering and this has been the Chinese approach. I talked at length with David Cook (VP systems and Integartion} at Alto and although he was vague he conformed this was not an option for ALTO. Therefore the ground engineering becomes more challenging and the ground remediation and stiffness requirements required for tolerance control which dictate comfort and safety. Each overpass will need to be specifically engineered for stiffness matching, be it a ballastless or ballasted track. Hence the engineering complexity around differential settlements will be extreme. As I had experience working with SNCF in France, troublesome sections of track will have severe long term maintenance implications. Maintenace backlogs will compound.
The most fundamantal piece of physics is F is proportion to v2. To say the energy of a moving object is irrelevent and inconsequential is a difficult claim to make.
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This energy has to be absorbed by the structure without it deforming either instantantaneously or over time/mutliple cycles (creep). In other words, the stiffness must be higher.The important point is this is a dynamic problem, quite differnt from if the weight of the train were sitting stationary on the structure. Basically the same scaling laws that affect RoC in the horizontal direction affect the subgrade behaviour in the vertical direction and they are at least an exponent of 2. Interestingly the forces in the system scale with energy but for a consistent comfort/safety level the vertical tolerances/offsets also become tighter (more energy combined with tighter tolerances). These are extremely difficult and complex geo-engineering problems, which is why extracting the complexity from the ground as a raised railway is the prefered solution.
I will do a deep dive on the Chinese cost structure and how it has evolved over time with experience.
On cold weather engineering:
Having spent time working on projects in Mongolia, that climatic regime is quite different from the eastern Ontario. Our detailed research suggests that NE china is the best climate analog. See attached. The key point is the combination of cold and wet. Refering to the previous paragraph even a frozen wet subgrade can have a different stiffness compared to frozen dry subgrade, let alone the volumetric heave. The closet Chinese analog is Mudanjiang–Jiamusi which again is 60% raised or in tunnels. Scandianavia is a much better analog or even Moscow -st Petersburg running at 250km/h.
So if ALTO, based on the CAD$60M RFP process had outlined these considerations and proposed a realistic cost analysis we would have been comforted. Instead at the consultaion in Storrington, S. Frontenac, where many of us had similar questions, they were seriously confused. They suggest that the railway would be run at grade and that it would be a "materials handling excercize" viz-a-viz European HSR. The informtion vacuum is what we were forced to fill. The P3 structure depends on a capable public body with expertise. The progressive P3 for ALTO pretty much does away with strict specification enforcement since the designer engineers (specs) are the engineer of record during the construction. Our aim to to understand the cost drivers so that the politicians can make an informed decision on behalf of the country. ALTO have not gained our trust.
Our research suggests that the Moscow St Petersburg corridor is an excellent cold climate analog and actually has much experience to offer for ALTO. The lessons are interestingly parallel. The cost is about CAD$135M(PPP)/km and has dramatically risen during the design stage (see attached). (see attached). We can realistically expect ALTO to be somewhat higher.
On expropriation.
Over the past 3mos have talked to many people whose land could be expropriated. Some are already facing "property value blight". Their core tenant is that expropriation is acceptable if there are no other alternatives. Adjacent to the 401 severance was conducted 50 years ago. It was a gradual approach whereby some farmers could cross the highway as it was being constructed and even in the early years of operation ( not likely with ALTO). The benefits that offset the disruptions were shared along the corridor at each interchange. The even older CN kingston sub is obviously not grade seperated and has a great many agricultural crossings (2-3 times more than level crossings). Hence the farms are not severed, even now. Expropriation is not a large line item in terms of the amount of land required for the railway-however it is the incidental land/business severance that is expensive. As residential or agricultural land the buffer zone adjacent to the 401 is not particularly lucrative - it is ecologically disturbed, aesthetically poor, noisey and salty. It is already a severe ecological barrier. Please go to Google earth and follow the trace of the 401 and notice that the Northern side remains mainly open between Belleville and the PQ border, even in Kingston. This is what we have spent time doing. Michael Schabas has also become convinced of this. The 50m expropriation on the North side for 8-lane widening is ongoing with little fuss.
Oh yes, and finally, in response to another member, I fully understand that the earth's curvature makes the route through Ottawa shorter and would add that Ottawa is closer to the magnetic north pole which is going to save considerably on energy use.