Concrete basin – SPX Cooling Technologies Cooling Tower 160 User Manual

Page 9

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9

1. Use this bulletin for preliminary layouts only. Do not use for

construction. Obtain current drawings from your Marley sales

representative. Concrete basin design and construction are by

other contractors or purchaser.

2. Operating weight is total wet operating weight of tower only,

excluding water in concrete basin.

3. Maintain at least 2

′-0″ of clear space at cased faces for con-

struction purposes. Air inlet faces must have unobstructed air

supply. Consult your Marley sales representative for recommen-

dations if nearby obstructions may interfere.

4. Minimum basin depth is 1

′-6″. Maximum basin depth is 5′-6″.

Marley will provide (at extra cost) extended interior columns for

deep basins. Perimeter columns remain at 1

′-6″ below top of

basin curb.

5. All anchor bolts, complete with nut and washer, must be fur-

nished by others. Bolts must be ³⁄₄

″ diameter with 2″ all-thread

projection.

6. Other contractors or purchaser must design, locate, construct,

and furnish sump(s) and overflow(s) to suit requirements. The

sump(s) should be designed according to the pump manu-

facturer’s recommendations. Other design sources: ANSI/HI

specifications 1.1-1.5 for centrifigal pumps, 2.1-2.5 for vertical

pumps, and 9.8 for pump intake design.

/ Concrete Basin /

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1

a-6q

1

a-6q

RECOMMENDED OPERATING

WATER LEVEL

1

a-0q

RECOMMENDED OPERATING

WATER LEVEL

1

a-0q

Flat Slab Basin

Deep Basin

W

IN

TO IN OF BASIN

W

ALLS

6q

MIN.

6q

MIN.

6

q

6

q

6

q

6

q

FA

CE

“C”

CASED F

A

CE

FA

CE

“A”

CASED F

A

CE

A

BAYS @ 4

a-0q=

B

PER CELL

CL

CL

COL.

COL.

FACE “D”

AIR INLET FACE

FACE “B”

AIR INLET FACE

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