Illustrations of the Croton Aqueduct
The width of the tunnel excavation in rock is the same as that of open excavation in rock ; and the manner of building the masonry to form the channel-way is the same, with the exception that the rock roof of the tunnel serves as the roof of the channel-way, where it is sound, but in cases where the rock is soft and liable to fall, a brick arch is built over the channel-way, and the space between its extrados, or outer surface, and the rock roof is filled with earth closely rammed in. In some instances where the tunnel perforated rock which was at first quite hard, the roofing has by exposure to the air, become soft and insecure, so as to render it
necessary to turn an arch for its support. This is attended with inconvenience and some difficulty after the channelway has been completed and closed through the tunnel. Plate IV. is a section of the Aqueduct in tunnel cutting in earth.
When the earth is dry and compact, the excavation for the bottom and sides is made of a proper form to receive the masonry, which is built closely against it : the top is excavated sufficiently high to give room to turn the arch, and the space above is afterwards filled with earth closely rammed in. Where the earth is wet and there is difficulty in making it stand, the excavation is made larger, and props of timber and plank are used to support the top and sides until the masonry be completed ; and the whole space exterior to the masonry is then compactly filled with earth.