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 ...
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
Chapter 5 <strong>Water</strong> Infrastructure<br />
5.9.3.2 Sizing Inlet Nozzles for Momentum Mixing<br />
The inlet pipe and nozzle to each reservoir cell should be sized to provide a velocity of the<br />
entering water to enable complete hydraulic mixing throughout the entire cell. Typical time to<br />
mix the cell should be 4 to 6 hours at the designed inlet flow rate for lower-demand periods.<br />
5.9.3.3 Mechanical Mixing <strong>System</strong>s<br />
If adequate momentum mixing cannot be achieved using inlet jet velocity (due to flow rates in<br />
relation to reservoir cell size), consider enhancing using a mechanical method. The following are<br />
three mechanical mixing methods:<br />
1. Pumped recirculation. The only form of reservoir mixing SPU currently uses is<br />
pumped recirculation. This system features a pumped recirculation loop with the<br />
suction line from the reservoir and the discharge line entering the reservoir through<br />
a single or multiple ports.<br />
2. Mechanical mixers within the reservoir<br />
3. If higher-pressure water is available, consider a gravity hydraulic mixing system that<br />
pipes the higher pressure water to the tank and mixes through a series of nozzles<br />
attached to a riser pipe in the tank.<br />
A. Recirculation<br />
Recirculation systems should be designed for continuous pumping. A general<br />
estimate for recirculation pump sizing is 1 hp per million gallons of storage<br />
volume.<br />
Provide at least two pumps for full redundancy.<br />
To the extent practicable, select pump sizes and types that are compatible with<br />
recirculation pumps at other reservoirs so that pumps are interchangeable and<br />
can be used as replacements or spares.<br />
The recirculation grid size depends on the size of the storage cell, but should<br />
extend to cover all areas of the cell. Pipe sizes for these grids are typically 4 to 6<br />
inches in diameter.<br />
Orifice sizes and spacing are designed to achieve the velocities necessary for<br />
adequate localized momentum mixing. Typically, the range of velocity needed is<br />
8 to 10 fps at the orifice discharge.<br />
Provide an easily accessible sample collection point on the recirculation piping.<br />
Provide an easily accessible chemical injection point on the recirculation piping.<br />
5.9.4 <strong>Water</strong> Level and Flow Measurement<br />
Each storage cell must have provisions for online measurement and recording of<br />
water levels between lowest anticipated operating and overflow levels.<br />
Provide a totalizing meter on the outlet side to accurately measure demand from<br />
the reservoir.<br />
SPU Design Standards and Guidelines<br />
5-55