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I 27.2:W 36
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Wayne N. Aspinall storage unit |
1 |
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I 27.2:W 39
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Webster Reservoir 1996 sedimentation survey |
1 |
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I 27.2:W 55
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Lake Whatcom 1999-2000 area and capacity survey |
1 |
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I 27.2:W 68
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Willow Creek Reservoir 2002 survey |
1 |
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I 27.2:Y 3/11
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Yellowtail Afterbay 2000 survey |
1 |
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I 27.2:Y 9/11
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The Yuma desalting plant : technology in action |
1 |
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I 27.20/2:1/chap.3
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General design standards. Chapter 3, Safety design standards |
1 |
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I 27.20/2:3/Chap. 4
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Water conveyance systems. Chapter 4, Tunnels, shafts, and caverns |
1 |
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I 27.20/2:3/CHAP.11
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Water conveyance systems. Chapter 11, General hydraulic considerations |
1 |
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I 27.20/2:3/chap.12
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Water conveyance systems. Chapter 12, General structural considerations |
1 |
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I 27.20/2:13/CHAP.1
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Embankment dams. Chapter 1, General design standards |
1 |
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I 27.20/2:13/chap.2
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Embankment dams. Chapter 2, Embankment design |
1 |
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I 27.20/2:13/CHAP.4
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Embankment dams. Chapter 4, Static stability analyses |
1 |
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I 27.20/2:13/CHAP.5
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Embankment dams. Chapter 5, Protective filters |
1 |
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I 27.20/2:13/chap.9/992
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Embankment dams. Chapter 9, Static deformation analysis |
1 |
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I 27.20/2:13/chap.10
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Embankment dams. Chapter 10, Embankment construction |
1 |
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I 27.20/2:13/CHAP.12
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Embankment dams. Chapter 12, Foundation and earth materials investigations |
1 |
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I 27.20/2:13/chap.13
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Embankment dams. Chapter 13, Seismic design and analysis |
1 |
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I 27.20/2:13/chap.17
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Embankment dams. Chapter 17, Soil-cement slope protection |
1 |
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I 27.20/2:13/chap.19
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Embankment dams. Chapter 19, Geotextiles |
1 |