Author: CStrickland

Description Series 143

Filter tanks are manufactured from fiberglass using heavy woven cloth as necessary for strength and have a minimum wall thickness of 0.3″. Filter tanks are designed for 50 psi working pressure with a safety factor of 4 to 1. They are factory tested at 75 psi. The effluent header is designed so that uniform collection of filtered water and distribution of backwash water is provided under the entire media area. The pipe is slotted PVC. The total area of slots in the filter is equal to (4) times the area of the inlet pipe. The orifices in top laterals are equal to (7) times the area of the inlet pipe. The filter tank is provided with 12″ x 16″ fiberglass elliptical manway with gasket, yoke, and bolt cover which is sealed by internal pressure. The filter is designed for a filter rate of up to 14 GPM per square foot of filter area and a backwash rate of 15 GPM per square foot of filter area.

 

Standard Features

  • 16 sq. ft. – 45.5 sq ft. surface area
  • (2) tank support saddles
  • Manufactured with a minimum wall thickness of 0.3”
  • 50 psi working pressure with a safety factor of 4 to 1 and tested to 75 psi
  • (1) 12 X 16 gasketed man-way sealed by internal pressure
  • 4 to 6” sch 40 PVC slotted under-drain headers
  • 4 to 6” sch 80 PVC underdrain header with laterals
  • 4 to 6” sch 80 PVC inlet header with diffusers

Optional Features

  • Multiple Face piping configurations
  • Stacked or side by side configurations
  • Custom Configurations

To receive cad drawings, quotes or additional product information please contact us.

Industry leading 15-year warranty

Specifications Series 132

 


 

 

 

Sand Filter Model A” Length of Tank Face Piping Diameter Filter Area in
SQ. FT.
“B” “C” “D” “E”
132-52 58″ 4″ 10 20″ 22″ 16″ X
132-64 69″ 4″ 12.6 20″ 34″ 15″ X
132-74 82″ 4″ 15.9 20″ 45″ 17″ X
132-94 99″ 4″ 19.3 20″ 62″ 17″ X
132-114 119″ 4″ 23.7 20″ X 17″ 41″

Saddle Footprint=5″ wide x 28″ long

Bags of 100 LB. Filter Media Required
Filter Media Model 132-52 Model 132-64 Model 132-74 Model 132-94 Model 132-114
Bottom Layer
1/4″ X 1/2″ Stone
1.5 1.75 2 2.5 3.5
Second Layer
1/8″ X 1/4″ Stone
1.75 2 3 3.5 4
Third Layer
1.0 – 1.2 MM Sand
2.25 3 3.5 4.5 5.25
Top Layer
0.45 – 0.55 MM Sand
7.5 9.5 12 14 17.5
Total Bags 13 16.25 20.5 24.5 30.5

 

In-Line Fiberglass Surge Tank

Surge tanks are normally designed to accept main drain water by gravity flow using a modulating (float operated) valve to hold back main drain flow when gutter water is flowing into the tank.  Many instances occur when the filtering rate for the pool cannot be maintained on gravity flow.  An example would be an increase in pool turnover.  The Mer~Made inline surge tank allows the main drain flow to be improved by using pump suction.  A modulating valve is mounted ahead of a “T” which opens into the tank.  A high tank water level, caused by gutter water flow, throttles main drain water giving preference to the gutter water in the tank.


HORIZONTAL FIBERGLASS SURGE TANK:

Surge Tank Diagram

MARK DIA. DESCRIPTION ORIEN. ELEV.
A 3″ OVERFLOW 0 DEG. 49-1/2″
B 10″ POOL INLET 90 DEG. 24″
C1 1″ LEVEL-THRD. CPLG 135 DEG. 17″
C2 1″ LEVEL-THRD. CPLG. 135 DEG. 80″
D 6″ PUMP SUCTION 180 DEG. 19″
E 2-1/2″ PUMP SUCTION 225 DEG. 19″
F 18″ MANWAY COVER 270 DEG. 48″
G 2″ AUTO FILL 315 DEG. 48″
H 2″ DRAIN-THRD. CPLG. 0 DEG. 2-1/2″
J 4″ VENT CENTER TOP

Water Level Valves

MER-MADE WATER LEVEL VALVES FOR SWIMMING POOL SYSTEMS MODULATING WITH FLOATS – NOT TIGHT CLOSING LEVEL CONTROL WITH PILOT VALVE – TIGHT CLOSING

 

Two types of level valves are used in swimming pool surge tanks or open tank diatomaceous earth filters.  The main determinant as to which valve type to be used is the relative levels of water in the controlled tank versus the swimming pool.

Modulating valves are used in surge tanks or vacuum D.E. filter tanks when the top of the tank is at an elevation above maximum pool water level.  In this type system the water level in the surge/filter tank will rise to the same level as the pool water level when the system is shut down.  The walls of the tank must be slightly higher than pool water level.  If this is not the case a tight closing level control valve must be used.

The difference in operating levels between the pool and surge or filter tank is what creates the pressure difference needed to sustain flow.  This section gives charts to establish what elevation differences are required to sustain a required flow rate and, thus, a given pool turnover.  this data is based on flow loss tests conducted on both types of valves by an independent hydraulic laboratory.

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