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