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2013 Water System Plan, Volume II - Seattle City Clerk's Office - City ...

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Chapter 5 <strong>Water</strong> Infrastructure<br />

Table 5-3<br />

Design Criteria List for a Typical <strong>Water</strong> Facility Design (Example)<br />

Description Design Criterion/Design Data Comments<br />

General:<br />

Design Flow Rate 19,100 gpm (27.5 mgd) Year 2040 peak flow rate in a 36-inch pipeline<br />

Flow Velocity 6.02 fps Year 2040 peak flow rate in a 36-inch pipeline<br />

Typical Operating Pressure 120-180 psi<br />

Design Working Pressure, Pw 250 psi<br />

Design Transient (Surge)<br />

Pressure, Pt<br />

332 psi Based on 133% of working pressure and<br />

allowable stress of 66.7% of yield stress<br />

Minimum D/t ratio 240<br />

Pipe Materials:<br />

Pipe Type<br />

Lining<br />

Coating<br />

Mortar-Lined and Polyurethane<br />

Coated Welded Steel Pipe,<br />

AWWA C200<br />

Cement Mortar, AWWA C205<br />

Polyurethane Coated, AWWA<br />

C222<br />

Joints Restrained Joint Double lap-welded joint provides thrust<br />

restraint at bends, seal testing, and seismic<br />

restraint. Maximum joint length and resulting<br />

joint location is 60 ft. for steel pipe. Consider<br />

thermal expansion and fittings to allow<br />

movement, specifically with exposed pipe.<br />

Example: pip supported by hangers under<br />

bridges.<br />

Pressure Class 250 psi 40,000 psi yield strength steel<br />

Minimum Slope 0.001<br />

Pipe Buoyancy Safety Factor 1.1<br />

Minimum Cover – Roads 3 ft<br />

Minimum Cover –<br />

4 ft<br />

Non-Roadway<br />

Pipe Loading – Traffic HS-20 AASHTO<br />

Traffic – Trench Condition HS-20 AASHTO “Prism Trench”<br />

design condition assumed<br />

Separation from Utilities 12 inch vertical, 10 ft horizontal See Std <strong>Plan</strong> 286<br />

Deflection Lag Factor, Dl Minimum 1.25<br />

Construction Tolerance ½-inch from specified line and<br />

grade<br />

Tolerances during tunneling higher as<br />

specified<br />

Steel Deflection Limit 2.25% of Diameter<br />

Bedding Compaction – Non- 90% of Modified Proctor<br />

Roadway<br />

Bedding Compaction – 95% of Modified Proctor<br />

Roadway<br />

Bedding Constant 0.10<br />

Modulus of Soil Reaction (E’) 700 psi See Geotechnical Report<br />

Appurtenances:<br />

Isolation Valves Butterfly Valves, 250 psi rating Located at tie-ins and interties to existing<br />

mains<br />

Blow-offs/drains<br />

6-inch size. Provide at all low<br />

points in pipeline<br />

Used double valves, one for isolation and one<br />

for throttling.<br />

Line Valves<br />

2,000 ft<br />

Combination Air-Vacuum and<br />

Air Release Valves<br />

4-inch size. Provide at all high<br />

points in pipeline<br />

Also located at abrupt downward grade<br />

breaks<br />

SPU Design Standards and Guidelines<br />

5-15

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