Irrigation Its Principles And Practice As a Branch of Engineering
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In this way the work was successfully completed.
The same difficulty of building the ends of another syphon in Egypt was surmounted in quite a different way. The syphon was a simple pipe of 5 feet diameter with masonry inlet and outlet wells at its extremities. The pipe was got into place successfully, but the endeavour to complete it by building the masonry ends outside the banks was for a long time abortive, on account of the high level water in the canal close alongside and the moving sand b...elow. Eventually a masonry well was sunk as near the end of the pipe as possible (Fig. 51), but there remained an interval of 6 to 8 inches between the two. The pipe end was closed by a wooden door and tarred canvas, kept pressed against the pipe by wedges driven by divers between door and well. A crater was then dredged out with its bottom from 18 inches to 2 feet below the under-side of the pipe. An upright grouting pipe, perforated at its lower end, was fixed as shown in Fig. 51. Rubble was then deposited at the bottom of the crater up to a METHODS OF CONSTRUCTION.
What to read after Irrigation Its Principles And Practice As a Branch of Engineering?
You can find similar books in the "Read Also" column, or choose other free books by Robert Hanbury Brown to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
In this way the work was successfully completed.
The same difficulty of building the ends of another syphon in Egypt was surmounted in quite a different way. The syphon was a simple pipe of 5 feet diameter with masonry inlet and outlet wells at its extremities. The pipe was got into place successfully, but the endeavour to complete it by building the masonry ends outside the banks was for a long time abortive, on account of the high level water in the canal close alongside and the moving sand b...elow. Eventually a masonry well was sunk as near the end of the pipe as possible (Fig. 51), but there remained an interval of 6 to 8 inches between the two. The pipe end was closed by a wooden door and tarred canvas, kept pressed against the pipe by wedges driven by divers between door and well. A crater was then dredged out with its bottom from 18 inches to 2 feet below the under-side of the pipe. An upright grouting pipe, perforated at its lower end, was fixed as shown in Fig. 51. Rubble was then deposited at the bottom of the crater up to a METHODS OF CONSTRUCTION.
What to read after Irrigation Its Principles And Practice As a Branch of Engineering?
You can find similar books in the "Read Also" column, or choose other free books by Robert Hanbury Brown to read onlineMoreLess
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