BurlOak
Senior Member
Talk is that the West Highland Creek is a major impediment to a cut-and-cover line - But that may not be actually true.yet you arent causing a big fuss about it or the lack of cut and cover.Are you writing your politicians... as long as you get a version of a subway it doesnt seem to matter how much it costs because you arent paying for it.
- Here, at McCowan, the bridge has a span of about 30m. How deep below the road surface is the creek bed? Let's say the wingwalls are 5m long each - making the structure 40m long. With 2:1 embankment slopes, this would mean 10m from road surface to bottom of river bed. (2:1 is the typical embankment above water level, but flatter under water - so the 10m is quite a conservative value).
- Thus, the cut-and-cover tunnel would be about 11m to 16m depth (assuming 4m tunnel height, 0.5m top and bottom slab thickness, and 1m natural stream bed). The top of this tunnel would have a concrete apron which extends up and downstream a few metres (10 to 20m) to ensure that there is no scour below (or against) the tunnel even in extreme flow conditions.
- The tunnel would have be to built just beside McCowan (I will assume West) to avoid piles which are likely used on this bridge. Sheet piles would be place parallel to McCowan to allow excavation immediately beside the bridge. Sheet piles would be placed down the centre of the creek (actually, probably immediately next to the bank). This would allow one side of the sheet pile to be excavated while the temporary water flow went through the other side.
- When this is finished, the water would be sent above the freshly built tunnel while the other half of the tunnel is constructed.
- The result is a tunnel under the creek with a depth of station of 15m at Lawrence. As you go north and south on Lawrence, the tunnel would be somewhat shallower.
You have 2 choices.
- Either have closures and disruption along Eglinton and McCowan, or
- use the Murray routing and have disruption of the SRT.