APPENDIX I.
High Earth Dams.
| |–Embankment–| | |––– Slopes –––| | Available depths, ft. | ||||
|---|---|---|---|---|---|---|
| Name of Dam or Reservoir. | Location. | Max. height, | Top width, | Water. | Bear. | |
| ft. | ft. | |||||
| San Leandro | California | 125 | 28 | |||
| Tabeaud | California | 123 | 20 | 3 on 1 | 2½ on 1 | 70 |
| Druid Hill | Maryland | 119 | 60 | 4 on 1 | 2 on 1 | 82 |
| Dodder | Ireland | 115 | 22 | 3½ on 1 | 3 on 1 | |
| Titicus Dam | New York | 110 | 30 | 2 on 1 | 2½ on 1 | |
| Mudduk Tank | India | 108 | 3 on 1 | 2½ on 1 | ||
| Cummum Tank | India | 102 | 3 on 1 | 1 on 1 | 90 | |
| Dale Dike | England | 102 | 12 | 2½ on 1 | 2½ on 1 | |
| Marengo | Algeria | 101 | ||||
| Torside | England | 100 | 84 | |||
| Yarrow | England | 100 | 24 | 3 on 1 | 2 on 1 | |
| Honey Lake | California | 96 | 20 | 3 on 1 | 2 on 1 | |
| Pilarcitos | California | 95 | 25 | 2¾ on 1 | 2½ on 1 | |
| San Andres | California | 95 | 25 | 3½ on 1 | 3 on 1 | |
| Temescal | California | 95 | 12 | 3 on 1 | 2 on 1 | |
| Waghad | India | 95 | 6 | 3 on 1 | 2 on 1 | 81 |
| Bradfield | England | 95 | 12 | 2½ on 1 | 2½ on 1 | |
| Oued Menrad | Algeria | 95 | ||||
| St. Andrews | Ireland | 93 | 25 | |||
| Edgelaw | Scotland | 93 | 3 on 1 | 2½ on 1 | ||
| Woodhead | England | 90 | 72 | |||
| Tordoff | Scotland | 85 | 10 | 3 on 1 | 2½ on 1 | |
| Naggar | India | 84 | ||||
| Vahar | India | 84 | 24 | 3 on 1 | 2½ on 1 | |
| Rosebery | Scotland | 84 | ||||
| Atlanta | Georgia | 82 | 40 | |||
| Roddlesworth | England | 80 | 16 | 3 on 1 | 2½ on 1 | 68 |
| Gladhouse | Scotland | 79 | 12 | 3 on 1 | 2½ on 1 | 68½ |
| Rake | England | 78 | 3 on 1 | 2 on 1 | ||
| Silsden | England | 78 | 3 on 1 | 2 on 1 | ||
| Glencourse | Scotland | 77 | 3 on 1 | 58 | ||
| Leeshaw | England | 77 | ||||
| Wayoh | England | 76 | 22 | 3 on 1 | 2½ on 1 | |
| Ekruk Tank | India | 76 | 20 | 3 on 1 | 2 on 1 | 65 |
| Nehr | India | 74 | 8 | |||
| Middle Branch | New York | 73 | ||||
| Leeming | Ireland | 73 | 10 | 3 on 1 | 2 on 1 | 50 |
| South Fork | Penna. | 72 | 20 | 2 on 1 | 1½ on 1 | 50 |
| Anasagur | India | 70 | 20 | 4 on 1 | ||
| Pangran | India | 68 | 8 | 42 | ||
| Harlaw | Scotland | 67 | 64 | |||
| Lough Vartry | Ireland | 66 | 28 | 3 on 1 | 2½ on 1 | 60 |
| La Mesa | California | 66 | 20 | 1½ on 1 | 1½ on 1 | 60 |
| Amsterdam | New York | 65 | ||||
| Mukti | India | 65 | 10 | 3 on 1 | 2 on 1 | 41 |
| Snake River | California | 64 | 12 | 2 on 1 | 1½ on 1 | |
| Stubken | Ireland | 63 | 24 | 3 on 1 | 2 on 1 | |
| Den of Ogil | Scotland | 60 | 50 | |||
| Loganlea | Scotland | 59 | 10 | 3 on 1 | 2½ on 1 | 55 |
| Ashti | India | 58 | 6 | 3 on 1 | 2 on 1 | 42 |
| Cedar Grove | New Jersey | 55 | 18 | 3 on 1 | 2 on 1 | 50 |
APPENDIX–II.
Works of Reference.
| Author. | Title. | Date. |
|---|---|---|
| Baker, Benj. | The Actual Lateral Pressure of Earthwork | 1881 |
| Baker, Ira O. | Treatise on Masonry Construction | 1899 |
| Bell, Thos. J. | History of the Water Supply of the World | 1882 |
| Beloe, Chas. H. | Beloe on Reservoirs | 1872 |
| Bowie, Aug. J., Jr. | A Practical Treatise on Hydraulic Mining | 1898 |
| Brant, Wm. J. | Scientific Examination of Soils | 1892 |
| Brightmore, A. M. | The Principles of Water-Works Engineering | 1893 |
| Buckley, Robt. B. | Irrigation Works in India and Egypt | 1893 |
| Cain, Wm. | Retaining Walls | 1888 |
| Chittenden, H. M. | Report and Examination of Reservoir Sites | |
| in Wyoming and Colorado | 1898 | |
| Courtney, C. F. | Masonry Dams | 1897 |
| Fanning, J. T. | Water-Supply Engineering | 1889 |
| Flynn, P. J. | Irrigation Canals and Other Irrigation Works | 1892 |
| Frizell, Jos. P. | Water Power | 1891 |
| Gordon, H. A. | Mining and Mining Engineering | 1894 |
| Gould, E. S. | The Elements of Water-Supply Engineering | 1899 |
| Hall, Wm. Ham. | Irrigation in California | 1888 |
| Hazen, Allen | The Filtration of Public Water Supplies | 1895 |
| Howe, M. A. | Retaining Walls for Earth | 1891 |
| Hughes, Saml. | Treatise on Water-Works | 1856 |
| Jackson, L. D. A. | Statistics of Hydraulic Works | 1885 |
| Kirkwood, J. P. | Filtration of River Waters | 1869 |
| Merriman, M. | Treatise on Hydraulics, Masonry Dams | |
| and Retaining Walls | 1892 | |
| Newell, F. H. | Irrigation in the United States | 1902 |
| Newman, John | Earthwork Slips and Subsidences Upon | |
| Public Works | 1890 | |
| Potter, Thomas | Concrete | 1894 |
| Schuyler, J. D. | Reservoirs for Irrigation, Water Power | |
| and Domestic Water Supply | 1901 | |
| Slagg, Chas. | Water Engineering | 1888 |
| Stearns, F. P. | Metropolitan Water-Works Reports | 1897 |
| Stockbridge, H. E. | Rocks and Soils | 1888 |
| Trautwine, J. C. | Earthwork; and Engineer’s Pocket-Book | 1890 |
| Turner, J. H. T. | The Principles of Water-Works Engineering | 1893 |
| Wilson, J. M. | Manual of Irrigation Engineering | 1893 |
Annual Reports.
- Massachusetts State Board of Health.
- Geological Survey of New Jersey.
- Metropolitan Water-Works, Boston and vicinity.
- U. S. Geological Survey.
- Transactions American Society of Civil Engineers.
- Vols. 3, 15, 24, 32, 34 and 35.
- Proceedings of the Institution of Civil Engineers.
- Vols. 59, 62, 65, 66, 71, 73, 74, 76, 80, 115 and 132.
- Engineering News. Vols. 19 to 46.
- Engineering Record. Vols. 23 to 46.
- Journal of the Association Engineering Societies. Vol. 13.
INDEX.
- Analyses, soil, Tabeaud Dam, [25]
- Analyses of soils, [14]
- Tabeaud Dam, [25]
- Borings, wash drill, Wachusett Dam, [48]
- Catchment area, [3]
- Clay for puddle, [15]
- Contractors’ outfit, Tabeaud Dam, [31]
- Core wall, impervious diaphragm as substitute for, [62]
- necessity for, [44]
- (See puddle.)
- Dam,
- Ashti, India, [35]
- Bog Brook, [41]
- Bohio, Panama Canal, [54]
- Croton Valley, slope of saturation in, [40]
- different types of earth, [33]
- Druid Lake, Baltimore, [52]
- high earth, statistical table of, [67]
- hydraulic-fill, [61]
- hydraulic-fill, San Leandro, [60]
- ideal profile of, [42]
- Isthmian Canal Commission, [54]
- Lake Frances hydraulic-fill, [61]
- New Croton, [39]
- graphical study of original earth portion of, [43]
- New England, typical section of, [40]
- new types of, [54]
- North Dike, Wachusett Reservoir, [48]
- rock-fill and earth combined, upper Pecos River, [58]
- safe height of, [39]
- San Leandro, [58]
- site location, [7]
- Tabeaud, [13], [17]
- Titicus, [41]
- Upper Pecos River rock-fill and earth, [58]
- with puddle core wall or face, [33]
- Yarrow, Liverpool water-works, [9], [33]
- Diaphragms impervious for earth dams, [62], [65]
- Dike, north of Wachusett Reservoir (see Dam; also reservoir)
- Drainage and slips of earthwork, [45]
- of dam sites, [63]
- Drains, bed rock, Tabeaud Dam, [19]
- Earthwork slips and drainage, [45]
- Embankment, Ashti, India, [35]
- Embankments, Jerome Park Reservoir, [45], [46]
- Factor of safety for dams, [64]
- Filtration, experiments on nitration through soils
- at Wachusett Reservoir, [50]
- formula, Hazen’s, [56]
- Foundations, [9], [63]
- Gravel for puddle, [15]
- Infiltration and percolation, [38]
- Isthmian Canal Commission, designs of dams for, [54]
- Outlet pipes and tunnels, [6]
- Percolation, [38], [57]
- Profile, ideal for dams, [42]
- Puddle, [14]
- core wall, Ashti Dam, [35]
- or face, [33]
- trench, [37]
- wall, Druid Lake Dam, [53]
- for Yarrow Dam, [34]
- vs. puddle face, [37]
- Reservoir basin, [37]
- outlets, [6]
- Wachusett, [48]
- Rollers for dams, [30], [65]
- Sands and gravels, flow of water through, [52]
- (Also see percolation.)
- Slips and drainage of earthwork, [45]
- Soil analyses, Tabeaud Dam, [25]
- analysis, [14]
- Soils, experiments on filtration through at Wachusett Reservoir, [50]
- outline study of, [12]
- permanence of, [51]
- selection of, for dams, [64]
- studies, Wachusett Reservoir, [50]
- Spillway or wasteway, [8]
- Tabeaud Dam, [31]
- Subsidences, earthwork, [45]
- Test pits, [5], [8], [9]
- Tunnel, outlet, Tabeaud Dam, [30]
- Tunnels as outlets to reservoirs, [6]
- Wasteway or spillway, [8], [66]
- Tabeaud Dam, [31]
Footnotes:
[1] The writer had intended to present a table of physical properties of different materials, giving their specific gravity, weight, coefficient of friction, angle of repose, percentage of imbibition, percentage of voids, etc., but found it impossible to harmonize the various classifications of materials given by different authorities.