SPX Cooling Technologies 160 Flat Slab Basin, Deep Basin, W In, Concrete Basin, $Imensions, Odel

/ Concrete Basin /

6θθMIN.

6θθMIN.

6θθ

A BAYS @ 4α-0θ= B PER CELL

C			C
L COL.	FACE “B”	COL. L
	AIR INLET FACE

6θθMIN.

6θθ

TO IN OF BASIN WALLS	FACE “C” CASED FACE
W IN

FACE “A” CASED FACE

6θθMIN.
RECOMMENDED OPERATING	1α-0θ
WATER LEVEL
1α-6θ

FACE “D”

AIR INLET FACE

RECOMMENDED OPERATING

1α-6θ WATER LEVEL 1α-0θ

	Flat Slab Basin			Deep Basin
4OWER		$IMENSIONS		/PERATING 7EIGHT
					LB
-ODEL
	7	!	"	3INGLE #ELL	%ACH #ELL !DD
	α 6Mθ		αθ		
	α 6Mθ		αθ		
	α 6Mθ		αθ		
	α 6Mθ		αθ		
	α 6Mθ		αθ		
	α 6Mθ		αθ		

1.	Use this bulletin for preliminary layouts only. Do not use for	4.	Minimum basin depth is 1′-6″. Maximum basin depth is 5′-6″.
	construction. Obtain current drawings from your Marley sales		Marley will provide (at extra cost) extended interior columns for
	representative. Concrete basin design and construction are by		deep basins. Perimeter columns remain at 1′-6″below top of
	other contractors or purchaser.		basin curb.
2.	Operating weight is total wet operating weight of tower only,	5.	All anchor bolts, complete with nut and washer, must be fur-
	excluding water in concrete basin.		nished by others. Bolts must be ³⁄₄″ diameter with 2″ all-thread
3.	Maintain at least 2′-0″of clear space at cased faces for con-		projection.
	struction purposes. Air inlet faces must have unobstructed air	6.	Other contractors or purchaser must design, locate, construct,
	supply. Consult your Marley sales representative for recommen-		and furnish sump(s) and overflow(s) to suit requirements. The
	dations if nearby obstructions may interfere.		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.

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