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ACCESSORIES

Manholes
Drain and Filling-Line Connections
Air Inlets and Outlets
Piezoneter Connections
Flanged Joints

Closing Sections

Test Heads
Walkways, Stairs, and Ladders

CONCRETE PIERS AND ANCHORS

Concrete Piers
Concrete Anchors

FABRICATION AND INSTALLATION

Fabrication
Installation
Inspection and Tests

PROTECTION

Painting
Cement-Mortar Coating

BUREAU OF RECLAMATION MANUAL

VALVES, GATES, AND STEEL CONDUITS
Chapter 2 Closed Steel Conduits

LIST OF FIGURES

Figure Paragraph Drawing Number Title Reference Number 1 Typical Embedded Penstock 2.1 Taken From - - 545-D-64 2 96-inch Penstock, Plan and Profile--Marys Lake POwer Plant 2.1 245-D-2674 3 48-inch Steel Pump-discharge Pipe, Profile-Jordan Narrows Pumping Plant 2.2 244-D-1941 4 96-inch Steel Outlet Pipes, Plan and Profile-Wickiup Dam 2.3 112-D-277 5 Friction Losses in Welded Steel Pipe 2.6 106-D-45 6 Losses in Pipe Bends 2.7 106–D–27 7 Loss Coefficients for Pipe Bends of Smooth Interior 2.7 106-D-44 8 Loss Coefficients for Divided Flow Through Taken From Branch Connections 2.8 45-D-6283 9 Economic Diameter for Steel Penstocks and Pump Lines 2.9 106–D–41 10 Water Hammer Charts - 2.10 106-D-29 11 Sleeve-type Coupling - - 2.11 40-D-3917 12 Ogden Canyon Siphon and Suspension Bridge Under Construction 2.11 13 Ogden Canyon Siphon and Suspension Bridge Under Construction 2.11 14 Pipe and Supports--Ogden Canyon Siphon, Bridge Crossing - 2.11 236-D-807 15 Typical Field Girth Joints 2.11 106-D-51 16 Equivalent Stress Diagram 2.15 106-D-39 17 Computation Diagram for Loads on Ditch Conduits 2.16 106-D-30 18 Computation Diagram for Loads on Conduits in Ditches 2.16 106-D-31 19 Discharge Pipe Support--Grand Coulee Pumping Plant 2.17 222-D-9927 20 Penstock and Outlet Pipe Supporting Rings-Green Mountain Dam 2.17 245-D-1210 21 Typical Saddle-type Support 112-D-278 22 Stiffener Ring Coefficients 106-D-37 23 Stiffener Ring Coefficients.--Transverse Earthquake 2.17 106-D-40 24 Variation of Circumferential Moment Around Shell Resting on Saddle Support 2.17 106-D-38 25 Discharge Pipes, Rocker Assembly and Details-Grand Coulee Pumping Plant (Sheet 1) 2.18 222-D-9928 26 Discharge Pipes, Rocker Assembly and Details-Grand Coulee Pumping Plant (Sheet 2) 2.18 222-D-9929 27 Compound Pipe Bends 2.22 106-D-32 28 Reducing Bend Formulas 2.22 106-D-35 29 Bends for 70-inch Steel Pipe--Salt Lake Aqueduct 2.22 244-D-1339 30 Branch Outlets 2.23 106-D-52 31 Wye Branches 2.23 106-D-53 32 Penstock Branch--Anderson Ranch Dam 2.23D 4-D-550 33 Typical Wye Branch 2.23D 252-D-90

Number Title
34 Typical Expansion Joint
35 Penstock Expansion Joint--Kortes Power
Plant
36 Expansion Joint Packing Gland--Design
Formulas
37 CJ-inch Manholes.--Types A and B
38 20-inch Manholes
39 Flanged Connections
40 Types of Flanged and Dished Heads
41 Walkways and Stairs--Anderson Ranch Dam
42 Typical Pier and Rocker Supports for Steel
Pipe
43 Typical Concrete Anchor for Steel Pipe
44 Typical Concrete Pipe Anchor
46 Forces on Pipe Anchors
46 Pipe Courses for a 15-foot Penstock During
Fabrication
47 Automatic Welding Machine
48 Portable X-ray Machine Used at Shasta Dam
49 Portion of a Field Fabricating Plant
50 Transporting a Penstock Section at Grand
Coulee Dam
51 Transporting a Penstock Section at Davis Dam
52 Penstock Section Being Transported on a Barge
at Grand Coulee Dam
53 Handling a Penstock Section by Cableway at
Shasta Dam
54 Handling a Penstock Section by Derrick Barge
at Grand Coulee Dam
55 Handling a Penstock Section by Whirley at
Davis Dam
56 Placing a Penstock Section in Block Out at
Davis Dam
57 Installation of Penstocks at Shasta Dam
58 Shoshone River Siphon, 150-foot Span
59 Portable X-ray Machine Used at Grand
Coulee Dam
60 Mortar-coating a Section of the Salt Lake

Aqueduct

Reference

2.24

2.24

2.24 2.25 2.25 2.29 2.31 2.32

2.33
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2.39

Number

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