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FOOTNOTES:1Min. Proc. Inst. C.E.2Engineering News.3Encyclopædia Britannica.4The paper by Spring—in size it is a book—will repay perusal by engineers engaged on railway bridges over large shifting rivers. London Agents, Constable & Co.5Hydraulics with Working Tables.Spon, 1912.6Irrigation canals are dealt with inIrrigation Works(Spon, 1913).7See also Appendix A.8The regulator runs across the canal head; the under-sluices are a continuation of the weir, between the divide wall and the regulator.9See also Appendix B.10On Indian canals the term “regulation” is applied to the control of the discharge at the regulators or off-take works.11See also Appendix B.12Irrigation Works,Chap. I.,Art. 4.13Min. Proc. Inst. C.E., vols. lx. and lxxxv.14Rivers and Canals, Harcourt.15Rivers and Canals, Harcourt.16Rivers and Canals, Harcourt.17The foundations of piers and abutments should be deep enough to allow of this.18Report on the Revised Estimate, Upper Jhelum Canal.19Revised Estimate of the Upper Jhelum, Upper Chenab, and Lower Bari Doab Canals.20See also Note on p. 161.21The height of a wave is supposed to be 1·4√(fetch), but this allows nothing for splashing.
1Min. Proc. Inst. C.E.
1Min. Proc. Inst. C.E.
2Engineering News.
2Engineering News.
3Encyclopædia Britannica.
3Encyclopædia Britannica.
4The paper by Spring—in size it is a book—will repay perusal by engineers engaged on railway bridges over large shifting rivers. London Agents, Constable & Co.
4The paper by Spring—in size it is a book—will repay perusal by engineers engaged on railway bridges over large shifting rivers. London Agents, Constable & Co.
5Hydraulics with Working Tables.Spon, 1912.
5Hydraulics with Working Tables.Spon, 1912.
6Irrigation canals are dealt with inIrrigation Works(Spon, 1913).
6Irrigation canals are dealt with inIrrigation Works(Spon, 1913).
7See also Appendix A.
7See also Appendix A.
8The regulator runs across the canal head; the under-sluices are a continuation of the weir, between the divide wall and the regulator.
8The regulator runs across the canal head; the under-sluices are a continuation of the weir, between the divide wall and the regulator.
9See also Appendix B.
9See also Appendix B.
10On Indian canals the term “regulation” is applied to the control of the discharge at the regulators or off-take works.
10On Indian canals the term “regulation” is applied to the control of the discharge at the regulators or off-take works.
11See also Appendix B.
11See also Appendix B.
12Irrigation Works,Chap. I.,Art. 4.
12Irrigation Works,Chap. I.,Art. 4.
13Min. Proc. Inst. C.E., vols. lx. and lxxxv.
13Min. Proc. Inst. C.E., vols. lx. and lxxxv.
14Rivers and Canals, Harcourt.
14Rivers and Canals, Harcourt.
15Rivers and Canals, Harcourt.
15Rivers and Canals, Harcourt.
16Rivers and Canals, Harcourt.
16Rivers and Canals, Harcourt.
17The foundations of piers and abutments should be deep enough to allow of this.
17The foundations of piers and abutments should be deep enough to allow of this.
18Report on the Revised Estimate, Upper Jhelum Canal.
18Report on the Revised Estimate, Upper Jhelum Canal.
19Revised Estimate of the Upper Jhelum, Upper Chenab, and Lower Bari Doab Canals.
19Revised Estimate of the Upper Jhelum, Upper Chenab, and Lower Bari Doab Canals.
20See also Note on p. 161.
20See also Note on p. 161.
21The height of a wave is supposed to be 1·4√(fetch), but this allows nothing for splashing.
21The height of a wave is supposed to be 1·4√(fetch), but this allows nothing for splashing.
Transcriber’s Note:Obvious printer errors corrected silently.Inconsistent spelling and hyphenation are as in the original.
Obvious printer errors corrected silently.
Inconsistent spelling and hyphenation are as in the original.