STRUCTURAL STRENGTH ///////////////////////
//////////////////////////// INNOVATIVE DESIGN 0.1 INTERNAL FLEX JOINT The tables illustrate that the Reinke internal flex joint has less friction loss at a real application slope of 15° as compared to the external ball-hitch coupler. PRESSURE DROP PER JOINT
Side View, Rotational Movement
0.1
12.07 10.34 8.62 6.89 5.17 3.45 1.72 .86 0
REINKE INTERNAL FLEX JOINT
113.5
136.3
PRESSURE DROP PER JOINT
0.1
Side View, Up-and-Down Movement
12.07 10.34 8.62 6.89 5.17 3.45 1.72 .86 0
181.7
136.3
Aligned
0.1
204.4
227.1
249.8
272.5
295.3
PRESSURE IS IN – KILOPASCAL (kPA)
EXTERNAL BALL-HITCH COUPLER
113.5
159.0
181.7
204.4
15° Slope Simulation
227.1
249.8
272.5
295.3
*Study performed by Clemson University
1
0.2 PATENTED V-RING SEAL
5
YEA
R
0.2
159.0
FLOW RATE IN M3/HR
Top View, Side-to-Side Movement
Each seal is securely set inside the pipe completely protected from the deteriorating effects of UV light. \
No disruption of water flow
\
Flange-to-flange contacts creates a stronger seal
\
15-year warranty
0.3 DOUBLE-WALLED TOWER BOX Exclusive double-walled tower box provides a moisture-free environment for electrical components.
PAG E 14
0.3
\
High-quality, UV-resistant materials
\
The strongest, longest-lasting tower box in the industry
\
Mechanical safety interlock on cover requires first disconnecting power to the tower
