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Discussion on ST5276
Along The Avon River north bank also runs the new Sewage disposal line installed as the last project by Gerald Snook of the former Clevedon partnership. Half North Somerset and Bristol must survive cleaned by the wastewater engineers works. This project required some deep shaft and cut work and of course the gradient from Bristol and Shire is very slight, down the river length, apparently it is one of the better, clever designs in this mode and if you read George Tchobanoglous and some of his descriptions of American networks in grid iron street patterns you will get a little idea of the sort of problems Manchester had when the JCB fell in through the road surface (New Civil Engineer photograph). The Somerset Levels is the epitomy of backflow along connected reaches, none doing anything except draining the soils each side of a field, into ditches and is a good surface illustration in storm water of that which engineers have to determine in subsurface systems for sewage transportation. No easy mathematical models here with all the forces down the slope, the only controlling factor is hydraulic design section, drop well and pumping, in the most complex mathematics, materials, estimates and planning releases for works. Mr Kelting resolved Somerset and Parry, Froud, Snook and Ackerman drain Bristol along with some other engineers, whether it slips, sinks, sleeps, or raves on about its little traffic problem, and Structural Soils propped up a lot of it, especially the old parts alike Hotwells.