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1.                                                          TOWER CELL                              N  Ne  6  FACE OF 10  DIA  SIDE  INLET CONNECTION    SINGLE SIDE           SIDE INLET    TOWER INLET NOTE 5    16  13 16                               GNLET    TOWER  FACE OF      10  DIA  BOTTOM  INLET CONNECTION                       SINGLE BOTTOM  INLET NOTE 5    DIMENSIONS  D      2 5      3 10 16     2 5      4 4 18     2 4  2 4 1        Allow adequate clearance for entry to tower access doors and  safe use of optional ladder  Refer to appropriate Marley  drawings    You may choose either 8 bottom inlet connection or 8   side inlet connection  The bottom inlet connects at the tower  collection basin floor  Refer to appropriate Marley drawings   Contact your Marley sales representative for the required pump  head for single inlet applications       Weight of internal piping must be added to tower weights  Contact    your Marley sales representative for combined tower weight  information     15       INLET                                           TOP OF          Jed SUPPORT    10     D     SINGLE BOTTOM     NLET NOTE 5       Tower Model  6                                                                                  5 3 55     5 9 55     6 9 5 5                NC8200  NC9200  NCC200    NOTE    1 Use this bulletin for preliminary layouts only  Obtain current 4    drawings from your Marley sales representative     2 All external piping loads  including weight  thrust and late
2.                                  TOWER COLLECTION    SEE TABLE FOR SIZE    REMOVABLE    BOTTOM OF    ia SCREEN          TRASH SCREEN BOTTOM      OF BASIN  FLOOR         15 2   SECTION f  NOTE BOTTOM OUTLET 5  ALSO AVAILABLE WITHOUT TOP OF  SUPPORT    eae BASIN FLOOR  REMOVABLE                                                                                                                                                                                                                                        TRASH SCREEN                                                                                                                                                                                                                                                                 BOTTOM OUTLET CONNECTION    17                                                             Bottom Outlet  pump flow  w  anti vortex plate  or  gravity flow  w  or w o  anti vortex plate    NC7  thru  NC9    NCB  NCC    NC1  thru  NC6    NCA    157  355  629  992       Bottom Outlet  pump flow  w o  anti vortex plate                   Sump  pump flow  w  anti vortex plate  or  gravity flow  w  or w o  anti vortex plate    NC7  thru  NC9    NCB  NCC    NC1  thru  NC6    NCA    900  1 595  2 515          TOWER  CELL       2 4 9 8         MIN CLEARANCE  SECTION    COLLECTION  TOP OF  BASIN FLOOR     SUPPORT  sump    1 MEL  1 8 3 8   2  7 5 8                    1 1 7 2          SUMP OUTLET       Ed     SEE TABLE    FO
3.                12                                                                                                                                                                                                                                  k  Ww           2 L               A  K  MARLEY HC   6 BALANCING VALVE       OPTION NOTE 6   2                          TOWER  FACE OF VALVE            L9 INLET FLANGE REDDES  2     INCLUDES ug                   HEADER  Va  GASKET Zn TOP OF           DISTRIBUTION    BASIN  18  3 9he   S INLET  USE FOR ELEVATION  STATIC LIFT  SINGLE CELL MULTICELL    DIMENSIONS  Tower Model Inlet Diameter  K s N Q  gt     NC8200 20 6    19 0 1346    6 1     117 2 va    9 11          2 at 8     NC9200 thru NC9250 20 6    19 0 1346    6 1     12 2 va    9 11 1   2    2 at 8     NC9260 20 6    19 0 1346    6 1      12 9   9 11 4  2 at 8     NCC200 20 3 2    19 2  6    6 10 55    14 2       99   7 2 at 10                            NOTE   1 Use this bulletin for preliminary layouts only  Obtain current 4 All piping and supports   and their design   are by others   drawings from your Marley sales representative  5 Allow adequate clearance for entry to tower access doors and   2 Pumping head contributed by the tower is static lift            Add your safe use of optional ladder  Refer to appropriate Marley drawings   system dynamic pipe losses for total  6 You may choose to use 90   short radius flanged elbows in place   3 The tower will support the vertical wei
4.    often eliminating the need to specify an outlet and makeup  valve for each cell on    multicell installation  Select the  number of outlets required to maintain 3 maximum flow of  1 371 GPM through each flume for NC1 through NC6 and  NCA models and 2 203 GPM for NC7 through NC9 and  NCB through NCC models  Flow values are for side   suctions or bottom outlets without trash screen  Refer to  NC sales drawings to obtain flow values for sumps and  bottom outlets with trash screens                    SYSTEM CONNECT    Tired of having to design your piping and tower layout to  accommodate the standards of cooling tower manufactur   ers  Marley s SystemConnect    variety of piping systems  accommodates your design intentions to make your layout  of the NC Series both expedient and economical      gt  Single or dual hot water inlet connections       Side inlet  bottom inlet or top inlet connections    2 Side or bottom cold water outlet connections     gt  A variety of makeup  overflow and drain options    All piping from the single inlet connection to the distribu   tion basins is part of the tower package  Installation and  design costs are reduced and the need for extra piping and  supports are eliminated  The single bottom inlet connection  is perfect for multicell applications   keeping all the inlet  piping below the tower     Unless otherwise specified  single cell towers normally  have a side outlet suction appropriate for the design water  flow rate   see pages 16 and 17 
5.  1320  1330 1910  1920 3120  480 690  700 1040  1050 1440  1450 2090  2100 3410  480 1040  1050 1640  1650 2090  2100 2730  2740 3620  480 1220  1230 1930  1940 2460  1270 3210  3220 4100  480 810  820 1220  1230 1690  1700 2460  2470 4100       NC Series Drain Down Capacity    Tower Model       Maximum Gallons of  Drain Down    391  413  436  458  476  488  512  531  578  601  585  546  570  627  656  622  655  683  755  791  928  977  1029  1146  1208  1019  1115  1189  1258  1325       Tower Model   Range of Tower Design GPM    130 280  290 480  490 700  710 920  930 1200  160 340  350 500  510 680  690 1140  1150 1530  160 340  350 500  510 680  690 1140  1150 1530  190 390  400 570  580 770  780 1290  1300 1730  310 650  660 940  950 1280  1290 2140  2150 2810  340 710  720 1240  1250 1790  1800 2340       2350 3080       NOTE    Volumes shown are maximums for the GPM ranges indicated  Actual volumes will usually be less  Contact your Marley sales representa     tive for more specific information                                                                                                                                                                          OPERATING AND ENVIRONMENTAL AWARENESS    As suggested in the aforementioned Technical Report   it may also be advisable to specify a design wet bulb  temperature 1  F higher than normal to compensate for  potential recirculation initiated by the enclosure  You ll  benefit from discussing your project with your Ma
6.  50 psig  use pressure reducer  ahead of valve      For flow requirements exceeding the above limitations  use  multiples of the same size valve     11                                                                SYSTEM CONNECT  DUAL INLET CONNECTION                                                                                   TOWER   NLET  2  hoe  K  0  HO  SYS  MARLEY HC      BALANCING VALVE  4 OPTION NOTE 6  to  TOWER  FACE OF VALVE      INLET FLANGE   P        INCLUDES   88 INCLUDES MIN MAX HEADER         TOP OF i  V  GASKET   Ja BETREUTEN 1   4  GASKET  5 BASIN       J  USE FOR INLET  STATIC LIFT ELEVATION  SINGLE CELL MULTICELL    DIMENSIONS    Tower Model Inlet Diameter  J K 5 N MIN MAX P Q    NC1200 8 8 1146    12 3    6 4 1546    3 11    4 10  5 10  6 8 14    2816   NC2200 8 8 1146    13 97 9 4 1546    5 10 4  Fit    P    6 7  8 27  2 at 6     NC3200 10  5 5   6    13 9  11 1 1346    5 10 4  Fit    P    6 7  8 27  2 at 6       NC4200 117 5  6    15    3    12 1 136    5 10 vr    Fit    P    7 4  9 2 Ya  2 at 6     NC5200 11 5  6    16 10    12 2 1346    5 11 W    RITAR  6 12 11 21 2 at 8     NC6200 115  6    17 11    12    2 136    6 15    Fit    P    6 6    12 2 va    2 at 8     NC7200 119  6    20    6    12 6 16  6 15              9 11      12 2 va    2 at 8     NCA200 11 5  6    20 6    12 2 1346    6 10      Fit    P    9 11      14 2 va    2 at 8     NCB200 11 9  6    20 3 2    12 8 136    6 10 5             9 9 Ve    14 2 VA    2 at 10                   
7.  P74 6833mm 3626mm 4058mm 3715mm 26 520 11 462   NC7231 619 26 586 11 528   NC7241 632 26 858 11 800   NCA2A1 530 27 314 12 048  22 5    13 10 34    12 11  1 2    NORE 568 6833mm 4236mm 3956mm 4325mm 27 376 12 110   NCA2C1 12 463   11 945   12 007    619 27 729   NCA201 556 27 211  12 150  13 063    22 5    13 10     12 11 94  14 24  NGARTI 591 6833mm 4236mm 3956mm 4325mm 27 273  NCA221  13 125  13 478    651 27 416   NCB2A1 559 30 659   NCB2B1 30 721   NCB2C1 31 074  NCB2D1 677 31 140 13 544  NCB201 586 30 556 12 960  NCB211 13 022  13 165  13 584  13 856    11 24   3410mm    12 11 34     3956mm    10 10 34     3321mm    597 22 5    15 10     646 6833mm 4236mm    14  2 1   4     4325          13 35   4058          620 30 618  22 5    13 10   13 3   14 2    NGE221 676 6833mm 4236mm 4058mm 4325mm 30 761   NCB231 710 31 180   NCB241    750 31 452                               NOTE    1 Use this bulletin for preliminary layouts only  Obtain current 4 Standard overflow is a 4    dia  standpipe in the collection basin                                                                                                                                                                                                                floor  The standpipe removes for flush out and draining  See  page 16 for side overflow option     2 Last numeral of model number indicates number of cells  Change Outlet sizes vary according to GPM and arrangement  See pages  as appropriate for your selection  16
8.  This usually assures the  lowest possible installed tower elevation  Side suction con   nection pipes extend roughly 3    outside the basin  and are  beveled for weld connection and also grooved for a me   chanical coupling     Outlet piping can be kept below the cold water basin  level by choosing either a depressed sump or a bottom  outlet connection in lieu of the side suction  Both outlet  designs conform to standard class 125 ANSI pipe flange  specifications  Easily removable debris screens are op   tional on bottom outlets and are standard on all other outlet  arrangements     Depressed sumps are made of inert FRP or heavy   gauge welded stainless steel  Unless otherwise specified  towers with galvanized steel collection basins are supplied  with FRP sumps and towers with stainless steel basins are  supplied with stainless sumps                    10          If each cell is to be equipped with an outlet  side suctions Makeup Water Flow Required GPM  can be used on end cells of multicell towers  but not on to Maintain Three  3  Concentrations  interior cells  For direct outlet from each cell on installations Cooling    Range     hot water minus cold water   of three or more cells  use either the depressed sump or 10   F 15   F  bottom outlet on interior cells  3 4  5 8    The best choice for a tower used with a remote or indoor 2 5    storage tank   see page       20    on 8 concrete cold water  basin is usually 8 bottom outlet     10 15    13 19       side suction equ
9.  and 17 for outlet sizes and details   3 Nominal tons are based upon 95  F HW  85  F CW  78  F WB and Makeup water connection may be 1    or 2    dia   depending upon    tower heat load  water pressure  and desired connections  See  page 11 for additional information     drawings from your Marley sales representative  All table data is  per cell     3 GPM ton        TOWER SCHEMATIC                  SN             piii Enn    KY SIT  6                LT                 RAY                                                 H  INSTALLED  HEIGHT                                              HINGED ACCESS  DOOR                                                                                                                   Design  Operating  Wt Cell   Ib Weight Cell    Shipping Weight  Ib    Heaviest  Section    33 014 15 337 8 338    33 076 15 399 8 400    33 219 15 542 8 543    33 285 15 608 8 609    33 557 15 880 8 881    35 689 16 335 8 838    35 751 16 397 8 900    35 815 16 461 8 964    35 881 16 527 9 030    36 153 16 799 9 302    36 292 16 938 9 441    36 372 17 018 9 521    41 545 18 905 9 997    41 607 18 967 10 059    41 751 19 110 10 202    41 817 19 176 10 268    42 299 19 658 10 750    42 354 19 718 10 810    42 451 19 810 10 902                4 Standard overflow is a 4    dia  standpipe in the collection basin    floor  The standpipe removes for flush out and draining  See  page 16 for side overflow option    Outlet sizes vary according to GPM and arrangement  See pag
10.  of 4  F or more  temperature approaches of 5  F or more  and wet bulb temperatures between 60  F and 85  F       Indicates maximum hydraulic limit                    TOWER MODEL SELECTION       GPM Cooling capability at indicated Hot Water  Cold Water and Wet Bulb temperatures    NC1201  NC1211  NC1221  NC2201  NC2211  NC2221  NC3201  NC3211  NC3221  NC4201  NC4211  NC4221  NC5201  NC5211  NC5221  NC5231  NC6201  NC6211  NC6221  NC7201  NC7211  NC7221  NC7231  NC7241  NCA2A1  NCA2B1  NCA2C1  NCA201  NCA211  NCA221  NCB2A1  NCB2B1  NCB2C1  NCB2D1  NCB201  NCB211  NCB221  NCB231  NCB241                                                                                        GPM cooling capability at indicated Hot Water  Cold Water and Wet Bulb temperatures    NC8201  NC8211  NC8221  NC8231  NC8241  NC9201  NC9211  NC9221  NC9231  NC9241  NC9251  NC9261  NCC201  NCC211  NCC221  NCC231  NCC241  NCC251  NCC261                                                 9 Thermal performance of the NC Series has been certified by CTI  Cooling Tower Institute  in accordance with CTI Standard  STD 201 96   and has been assigned CTI certification validation number 92 14 01     e CTI Certification under STD 201 96  applies ONLY to selections with entering water temperature of 125  F or less  tempera   ture ranges of 4  F or more  temperature approaches of 5  F or more  and wet bulb temperatures between 60  F and 85  F       Indicates maximum hydraulic limit                    EXCEPT FOR MODEL NC122
11. 0  DIMENSION    Ay     REPEATS FOR ANY NUMBER OF CELLS   MODEL NC1220 REQUIRES SPECIAL SPACING   FOR 3 OR MORE CELLS     f AMN             ne              MOTOR ENCLOSURE PROTRUSION       MODEL NC1220 ONLY    H    INSTALLED  HEIGHT                             TOWER SCHEMATIC    4  Ry    KAYA  KITTS       SS  NIS  ID                   HINGED ACCESS    DOOR      xh  NS            AY    ay    nee                                                                                                    Design  Operating    DIMENSIONS Shipping    Tower Model Nominal Tons Weight    Note 2 Note 3 Wt Cell    W H A lb            NC1201 135 9 129 4 541  140  6 45    10 15 6 8 Ya        153 4268mm 1950mm 3090mm 2039mm 25180       NC1221 167 9 298 4 709   NC2201 182 11 589 5 332  156    7 10    10 2    8 2 V4    Nesai 203 4725mm 2407mm 3109mm 2496mm 11 615 5 358   NC2221 228 11 699 5 442   NC3201 226 12 021 5 764  15 6    7 10    11  8 2 w      NESEN 259 4725mm 2407mm 3638mm 2496mm 12 104 5 848   NC3221 281 12 165 5 909   NC4201 311 14 615 6 940  170  8 10 94    12 11    9 2 V4    NC4211 339 5182mm 2712mm 3956mm 2801mm 14 692 LOV   NC4221 363 14 749 7 074   NC5201 403 19 275 8 980   NC5211 432 ie 19 353 9 059   NC5221 450 5715mm 19 415 9 121   NC5231 501 19 681 9 387   NC6201 475 21 834 10 021  19 10  11 105 12 11 94  12 2 WW    NC6211 503 6046mm 3626mm 3956mm 3715mm 21 896 10 083   NC6221 548 22 039 10 226   NC7201 501 26 315 11 257   NC7211 529 26 377 11 319  22 5    11 10  13 3  12 2 Wa    ee
12. 76mm  117 8 34     3576mm  10 8 34     3271mm  117 8 34     3576mm  117 8 34     3576mm  13 8 5     4185mm  13 8 7   4185mm  13 8 34     4185mm  13 8 5     4185mm    6 45   1950mm  7 10     2407mm  7 10     2407mm  8 10 52     2712mm  10 10 34     3321mm  11 10 34     3626mm  11 10 34     3626mm  10 10 34     3321mm  11 10 34     3626mm  11 10 34     3626mm  13 10 34     4236mm  13 10 34     4236mm  13 10 34     4236mm  13 10 34     4236mm                          14    0     4268mm  15 6     4725mm  15 6     4725mm  17 0     5182mm  18 9     5715mm  19 10     6046mm  225     6833mm  225     6833        225   6833mm  2257  6833mm  225     6833mm  225   6833mm  225   6833mm  2257  6833               2 1 4      2  2       u  O  T       3   gt  C       1  2  O   gt   2 1 4             Tower Model    NC1200    NC2200    NC3200    NC4200    NC5200    NC6200    NC7200    NC8200    NC9200 thru  NC9250    NC9260    NCA200    NCB200    NCC200 thru  NCC250    NCC260          18                                                                                                      OVERALL LENGTH OF BASIN    7    1              E    ANCHOR ANCHOR ANCHOR ANCHOR  BOLT BOLT BOLT BOLT           ANCHOR      BOLT        HOLES FOR  5 8  DIA  ANCHOR  BOLTS 4 CELL     W OVERALL WIDTH OF BASIN                BASIN    SUPPORTING STEEL  MULTICELL        MINIMUM BEARING WIDTH MUST BE                 PROVIDED BY BEAM FLANGE OR BEARING  TOWER PLATE AT EACH ANCHOR BOLT LOCATION  TOWER  COLLECTION COLLECTIO
13. However  no single product line can answer  all problems  and selective judgement should be exercised  in the following situations    Applications Requiring Alternative  Cooling Tower Selections    Certain types of applications are incompatible with any  cooling tower with PVC film fill   whether NC Series or a  competitive tower of similar manufacture  PVC is subject to  distortion in high water temperatures  and the narrow  passages typical of film type fill are easily clogged by turbid  or debris laden water  Some of the applications  which call  for alternative tower designs are      gt  Water temperatures exceeding 125  F   adversely  affect the service life and performance of normal PVC fill   o gt  Ethylene glycol content   can plug fill passages as  slime and algae accumulate to feed on the available  organic materials    o Fatty acid content   found in processes such as  soap and detergent manufacturing and some food pro   cessing   fatty acids pose a serious threat for plugging  fill passages     gt  Particulate carry over   often found in steel mills  and cement plants   can both cause fill plugging  and  can build up to potentially damaging levels on tower  structure    o Pulp carry over   typical of the paper industry and  food processing where vacuum pumps or barometric  condensers are used  Causes fill plugging which may be  intensified by algae     The Marley Cooling Tower Company   7401 W 129 Street   Overland Park  KS 66213   0  email  info marleyct com   ww
14. Marley Cooling Tower   360 ton  Mfg  Marley Model  NC4011GM  Stock No  130 CJR1802 40 Serial No  060597 001 94       Marley Cooling Tower   360 ton     Model NC4011GM   S N 060597 001 94   Designed to cool 1080 gpm from 95 2 to 85 2 at a 78      Similar to current NC4211 Model                                        Marley    Technical Reference          TOWER MODEL SELECTION       GPM Cooling capability at indicated Hot Water  Cold Water and Wet Bulb temperatures    NC1201  NC1211  NC1221  NC2201  NC2211  NC2221  NC3201  NC3211  NC3221  NC4201  NC4211  NC4221  NC5201  NC5211  NC5221  NC5231  NC6201  NC6211  NC6221  NC7201  NC7211  NC7221  NC7231  NC7241  NCA2A1  NCA2B1  NCA2C1  NCA201  NCA211  NCA221  NCB2A1  NCB2B1  NCB2C1  NCB2D1  NCB201  NCB211  NCB221  NCB231  NCB241                                                                                        GPM cooling capability at indicated Hot Water  Cold Water and Wet Bulb temperatures    NC8201  NC8211  NC8221  NC8231  NC8241  NC9201  NC9211  NC9221  NC9231  NC9241  NC9251  NC9261  NCC201  NCC211  NCC221  NCC231  NCC241  NCC251  NCC261                                                 9 Thermal performance of the NC Series has been certified by CTI  Cooling Tower Institute  in accordance with CTI Standard  STD 201 96   and has been assigned CTI certification validation number 92 14 01     e CTI Certification under STD 201 96  applies ONLY to selections with entering water temperature of 125  F or less  tempera   ture ranges
15. N  BASIN 6  BASIN      5 8  WASHER REQD    BY OTHERS  SUPPORT  SUPPORT     5 8  WASHER REQD  BY OTHERS d BY OTHERS   BY OTHERS  NORMAL 18  Ye   EDGE      NORMAL  L GAUGE  VIEW A SECTION B  NOTE  1 Use this bulletin for preliminary layouts only  Obtain current 5 Tower may be placed on a flat concrete slab  Side outlet and  drawings from your Marley sales representative for final design  optional side drain and overflow must be specified  See pages 10  2 Purchaser to provide tower support complete with holes and and 16 and consult your Marley application engineer   anchor bolts  Do not use studs  Anchor points must be framed 6 Tower may be supported from piers at each anchor bolt location   flush and level at top    i   as a support alternative   3 Design operating weight occurs with collection basin full to 7  Dimensions between cells     may vary depending on the  overflow level  Actual operating weight varies with GPM and number of cells and options  Dimensions shown are for a  piping scheme  but is less than shown here standard two cell arrangement  Obtain current drawings from your  4 Wind loads are based on 30 psf and are additive to operating Marley sales representative for final dimension     loads  Seismic loads based on 1994 UBC  Zone 4     19                               Indoor Storage Tank    With this type of system  water flows from an indoor tank   through the load system  and back to the tower  where it is  cooled  The cooled water flows by gravity from the tow
16. R SIZE    DEPRESSED SIDE OUTLET    SUMP CONNECTION  STAINLESS STEEL OR FRP    Maximum GPM per Outlet    Sump  pump flow  w o  anti vortex plate       Side Suction  pump flow    900  1 595  2 515  2 720    NC1  thru NC4    3 501    NC5 NC6  NCA             Outlet  Dia    NOTE      For gravity flow situations  as to an indoor tank   use bottom outlet or depressed side outlet sump   Side outlet suction is not recommended for gravity flow     GPM limits are the outlet capacities per outlet based on the design operating water level   812    above the  top of support on models NC1 through NC6 and NCA    9   on NC7 through NC9 and NCB and NCC        OUTLET                                                                                                                                                                                                                                                                                                                                                                                                       1 L  OVERALL OF BASIN  4       1  ANCHOR ANCHOR  BOLT BOLT          HOLES FOR  5 8  DIA  ANCHOR  BOLTS 4 REQD       TOWER COLLECTION  BASIN    N  N N    ANCHOR      BOLT              ANCHOR  BOLT                             W OVERALL WIDTH OF BASIN              2 1 4             SUPPORTING STEEL ALTERNATE    SINGLE CELL    Wind Seismic Loads  Ib    Max  Horizontal  Reaction at  Anchor    943 794    Design  Operating Load  at Anchor  Ib    Max  Vert
17. ded in the side of the  collection basin     gt  NEMA 4 enclosure containing      Magnetic contactor to energize heater      Transformer to convert power supply to 24 volts for  control circuit      Solid state circuit board for temperature and low   water cutoff   Enclosure may be mounted on the side of the tower       Control probe in the collection basin to monitor  water temperature and level     Heater components are normally shipped separately for  installation by others  When purchased in conjunction with  the Marley Control System option  they are factory installed  and tested     Note  any exposed piping that is still filled with water at  shutdown   including the makeup water line   should be  electrically traced and insulated  by others      Steam Jet Basin Heaters    Penberthy Houdaille bronze steam jet heaters      to  34     are available from Marley for freeze protection  instal   lation by others   Injectors install in a coupling provided in  the side of the collection basin  Live steam  as required  is  injected directly into the water  Condensed steam adds  water to the basin  and the excess will exit the overflow of  the tower     20    2    Maximum Gallons of  Drain Down    1256  1415  1508  1589  1656  1394  1507  1607  1746  1974  1526  1649  1755  1909  2156  1231  1318  1384  1463  1557  1575  1683  1762  1855  1962  1773  1917  2042  2226  2549       Range of Tower Design GPM    480 830  840 1440  1450 2090  2100 2730  2740 3410  350 630  640 950  960
18. eep  You can usually resolve  these situations by using two speed motors in either  1800 900 or 1800 1200 RPM configuration   operat   ing the fans at reduced speed without cycling    after  hours     The natural nighttime reduction in wet bulb  temperature makes this a very feasible solution in  most areas of the world  but the need to avoid cycling  may cause the cold water temperature to vary signif   icantly     gt  The Marley Variable Speed Drive automatically min   imize the tower s noise level during periods of reduced  load and or reduced ambient temperature without  sacrificing the system   s ability to maintain a constant  cold water temperature  This is a relatively inexpen   sive solution  and can pay for itself quickly in reduced  energy costs    S Where noise is a concern at all times   for example   near a hospital   the best solution is to oversize the  tower so itcan operate continuously at reduced  1200  or 900 RPM  motor speed  Typical sound reductions  are 7 dBA at 2 3 fan speed or 10 dBA at 1 2 fan speed       Extremecases may require inlet and discharge sound  attenuator sections   however  the static pressure  loss imposed by attenuators may necessitate an  increase in tower size  This is the least desirable  approach because of the significant cost impact     and because ofthe obstruction to normal maintenance  procedures     Your Marley sales representative will help you meet your  sound requirements     Enclosures    Occasionally  cooling towers are 
19. er to  the tank located in 8 heated space  At shutdown  all  exposed water drains into the tank  where it is safe from  freezing     The table on page 21 lists typical drain down capacities  for all NC Series tower models  Although Marley does not  produce tanks  many of our representatives offer tanks  supplied by reputable manufacturers     The amount of water needed to successfully operate the  system depends on the tower size and GPM and on the  volume of water contained in the piping system to and from  the tower  You must select     tank large enough to contain  those combined volumes   plus a level sufficient to main   tain a flooded suction on your pump  Control makeup water  according to the level where the tank stabilizes during  operation     FREEZE PREVENTION    When the ambient air temperature falls below 32  F  the  water in 8 cooling tower can freeze  Marley Technical  Report  H 003    Operating Cooling Towers in Freezing  Weather    describes how to prevent freezing during opera   tion  Ask your Marley sales representative for a copy     During shutdown  water collects in the cold water basin  and may freeze solid  You can prevent freezing by adding  heat to the water left in the tower   or  you can drain the  tower and all exposed pipework at shutdown     Electric Basin Heaters    Marley offers an automatic basin water heater system   consisting of the following components      gt  Stainless steel electric immersion heater s       Threaded couplings are provi
20. es  16 and 17 for outlet sizes and details    Makeup water connection may be 1    or 2    dia   depending upon  tower heat load  water pressure  and desired connections  See  page 11 for additional information     DIMENSIONS  Tower Model Nominal Tons  Note 2 Note 3    NC8201    NC8211    117 2 4   3410mm    19 95   6039mm    10 10 34       NESEN 3321mm    NC8231    NC8241    NC9201    NC9211    NC9221  12 2      3715mm    19 95   6039mm    11 10 34     3626mm  NC9231    NC9241    NC9251    23 47 12 92  7112mm 3899mm    12 8         NC9261 3877mm    NCC201    NCC211    NCC221  14 2 va       4325mm    19 9 34     6039mm    13 10       4236mm  NCC231    NCC241    NCC251    23    4    14  2 Va     7112mm 4325mm    13 10 34       NCC261 4236mm                      NOTE    Use this bulletin for preliminary layouts only  Obtain current  drawings from your Marley sales representative  All table data is  per cell    Last numeral of model number indicates number of cells  Change  as appropriate for your selection    Nominal tons are based upon 95 F HW  85 F CW  78 F WB and  3 GPM ton     1                                                                                                                               Multicell towers  intended to operate together as 8  common unit  are joined by steel flumes between the  collection basins  These flumes equalize the operating  water level between basins and also provide a flow pas   sage from cells not equipped with outlets or makeup valves
21. ght of piping shown within of HC balancing valves on single cell towers where inlet piping is  the plan area of the tower only  All piping loads  including thrust balanced for equal flow  Pipe elevation remains as shown   and lateral loads of riser and horizontal piping must be supported 7 Because of the motor enclosure protrusion model NC1220  independent of the tower  See inlet piping drawings for details  requires special spacing for 3 or more cells     13                                                                                                                SYSTEM CONNECT  SINGLE INLET CONNECTION OPTION                    1  0         O       Ww  3  Q       TI     FACE OF SIDE  INLET CONNECTION  SINGLE SIDE  INLET NOTE 5        INLET                                                  GINLET GTOWER                   SINGLE BOTTOM   Topor  FACE OF      INLET NOTE 5 SUPPORT BOTTOM INLET  D CONNECTION    Eo    SINGLE BOTTOM  INLET NOTE 5    DIMENSIONS Inlet    Tower Model                  E Diameter    NC1200 6  8 Va    5 0 55    2 6    1 11 1346     NC2200 6 6 1546    5 9 546    2 6    2 5 Ve     NC3200 6 3 1346    5 9 546    2 6    2 5 Ve     NC4200 9 3 1346    4 3 Ve    2 10      2 11 5 6     NC5200 9 3 5 5    5 3 55    2 6    6    1 4 18     NC6200 9 3 55    5 9 Ve    2 6        2 9   NC7200 9 7 5 5    5 9  6  2 6 26    2 95     NCA200 9 3 5 5    6 9 5 5    2 4    3 7 We     NCB200 9 7 5 5    6 9 Ve    2 4    1 2 Ae                         14                         
22. ical  Reaction at  Anchor    2 324 1 364 1 212    2 925 1221 1 225 1 046 1002    3 041 1 737 1578 1 248 1 042    3 687 2 019 1 789 1 498 1 263    4 920 1 803 2 108 1 648 1 686    5 510 1 759 2 106 1 750 1 689    6 714 2 090 2 518 2 029 2 301    8 369 5 405 5 554 3 121 2 875    9 073 4 958 5 484 3 126 3 110    9 093 5 779 5 498 3 353 3 117    1 982 2 154    6 933 1 704 2 062    7 863 1 801 2 465 2 037 2 697    10 589 4 248 5 420 3 131 3 636    10 613 4 971 5 434 3 364 3 644          Design  Operating  Wt Cell  Ib    9 298  11 699  12 165  14 749  19 681  22 039  26 858  33 557  36 292  36 372  27 729  31 452  42 354    42 451          E Note 7    51   27   140mm  51   27     140mm  5   140mm  5   140mm  5   140mm  5   140mm  5   140mm  5   140mm  5   140mm  1 0 34     324mm  51   57  140        51   57     140        51   57  140mm  5   140mm    TOWER SUPPORT        L  OVERALL OF BASIN           ANCHOR ANCHOR  BOLT BOLT    HOLES FOR  5 8  DIA  ANCHOR  BOLTS 4 REQD    TOWER COLLECTION  BASIN         ANCHOR     BOLT    ANCHOR  BOLT    SUPPORTING STEEL    SINGLE CELL    DIMENSIONS    6        13 7 vz     4153        157 1 4     4611        15 1 4     4611        16 7 Va     5068mm  16 4 12     5601mm  19 5 12     5931mm  22 0           6719mm  22 0       6719mm  22 0       6719mm  22 0       6719mm  22 0 2     6719mm  22 0       6719mm  22 0       6719mm  22 0       6719mm           6 2     1899mm  7T 8   2356mm  7T 8   2356mm  6 8     2661mm  10  8 34     3271mm  117 8 34     35
23. ipped tower can be installed         flat 19 29  concrete slab if a side drain and overflow are also speci  25 38  fied   see page 16  Consult your Marley sales engineer for 38 57  complete information  50 75  63 94  75                      Makeup    The amount of water constantly evaporated from a Norte  cooling tower VANGS directly with the heat load applied  In If circulating water is to be maintained at 2 concentrations instead of  addition to evaporation  water is normally lost to the blow  3  multiply table GPM values by 1 36 before sizing makeup valve   down  bleed off  necessary to maintain dissolved solids  concentration at an acceptable level in the circulating water  system     The NC is equipped with one or more float operated                 NET Valve FI iti  mechanical makeup valves to automatically replenish this akeup      Flow    bapacities  GRM    lost water  The tables on this page  calculated for a concen  Pressure at Valve Inlet 1  Diameter 2  Diameter  tration of 3 times normal  indicate the rate of water loss   and while flowing psig Valve Valve  the size of valve s  required    your installation s cold water 10 56 90  basin will drain by gravity to     remote storage tank   or if   you plan 8 separate means of controlling makeup water    s        a price reduction is available for deleting the Marley supplied 30 92   valve s   Marley also offers an optional electronic liquid     level contol     50             NOTE      If makeup water pressure exceeds
24. located inside archi   tectural enclosures for aesthetic reasons  Although NC  Series towers adapt well to enclosures  the designer must  realize the potential impact of a poorly arranged enclosure  on the tower   s performance and operation  The designer  must take care to provide generous air inlet paths  and the  tower   s fan cylinder discharge height should not be lower  than the elevation of the top of the enclosure  Obtain a copy  of Marley Technical Report  H 004    External Influences  on Cooling Tower Performance    from your Marley sales  representative     22    HOISTING INFORMATION    23    OFFSET MAY BE REQUIRED OFFSET MAY BE REQUIRED    Minimum Sling Length              ao         ae     oo     oe     0  ey         me     T     ee          FOR BALANCED LI FOR BALANCED LIFT  CENTER OF       NC1  NC2 NC3  NC4  NC5  NC6  NC7  NCA NCB  NC8 Top  NC8 Bottom  NC9 Top  NC9 Bottom  NCC Top  NCC Bottom          NOTE    All hoisting clip holes are 1         e Overall length of shackle pins should not exceed 514        For overhead lifts or where additional safety is required  add slings    beneath the tower unit                                               Alternative Selections    In addition to the NC Series  Marley offers a full scope of  products in various designs and capacities to meet the  special demands of specific applications     Corrosion Resistance     gt  QuadraFlow     fiberglass and stainless steel con   struction assures long service life in virtually an
25. ommendations  con   sult a competent  qualified water treatment supplier     Most systems can be successfully treated with a  MARLEYOZONE    System  This usually removes the  requirement for other chemical feed systems  In many  installations there is the potential for significant water  savings  For complete information  contact your local Marley  sales representative     A CAUTION    The cooling tower must be located at such  distance and direction to avoid the possibility of  contaminated tower discharge air being drawn  into building fresh air intake ducts  The purchaser  should obtain the services of a Licensed  Professional Engineer or Registered Architect to  certify that the location of the tower is in  compliance with applicable air pollution  fire  and  clean air codes     Sound Control    Sound produced by a NC Series tower operating in an  unobstructed environment will meet all but the most restric   tive noise limitations   and will react favorably to natural  attenuation  Where the tower has been sized to operate  within an enclosure  the enclosure itself will have a damp   ing effect on sound  Sound also declines with distance   by  about 5 dBA each time the distance doubles  Where noise  at a critical point is likely to exceed an acceptable limit   several options are available   listed below in ascending  order of cost impact      gt  In many cases  noise concerns are limited to night   time  when ambient noise levels are lower and  neighbors are trying to sl
26. ral loads  of riser and horizontal piping plus the weight of water in the 5  internal riser must be supported independent of the tower   Internal riser adds additional vertical operating loads to external  piping at the bottom inlet flange   3 All piping and supports beyond the inlet connection   and their    design   are by others              SYSTEM CONNECT  OUTLET CONNECTION    DIMENSIONS    SUCTION CONNECTION       TOWER Tower Model  SEE TABLE FOR SIZE 1            c  NC1200 4       6    NC2200 4 5     6      OVERFLOW  3  DIA NPTF    DRAIN AND CLEAN OUT  11 2  DIA NPTF NC3200        6      NC4200 4   7 6           6 NC5200 4 fe 4 6    4  6   9    NC6200 i 2     6 78        NC7200 0 5     10 346      12 7 8        8      TOP OF NC8200   10 55   SUPPORT NC9200   A     10 346       NCA200     2     6        DRAIN AND OVERFLOW CONNECTION NOB200 T ae  OPTION NCC200     20 105                       WELDING                                                                                                                                                                                                                                                                                                                TOWER     BEVEL MECHANICAL    COUPLING GROOVE      SUCTION HOOD        REMOVABLE               TRASH SCREEN  SUCTION CONNECTION    SEE TABLE FOR SIZE TOP OF 5             EFE  TOWER CELL    SECTON    SIDE OUTLET SUCTION CONNECTION    16                                           
27. rley sales  representative     System Cleanliness    Cooling towers are very effective air washers  Atmo   spheric dust able to pass through the relatively small louver  openings will enter the circulating water system  Increased  concentrations can intensify system maintenance by clog   ging screens and strainers   and smaller particulates can  coat system heat transfer surfaces  In areas of low flow  velocity   such as the cold water basin   sedimentary de   posits can provide a breeding ground for bacteria     In areas prone to dust and sedimentation  you should  consider installing some means for keeping the cold water  basin clean  Typical devices include side stream filters and  a variety of filtration media     Water Treatment    In order to control the inevitable buildup of dissolved  solids as water evaporates from the cooling tower  you  should plan to develop a consistent  effective program of  water treatment  The program must control corrosion   scale buildup and accumulation of biological contaminants     An acceptable water treatment program must be com   patible with the variety of materials incorporated in a  cooling tower  ideally the pH of the circulating water should  fall between 6 5 and 8 0  Batch feeding of chemicals  directly into the cooling tower is not a good practice  since  localized damage to the tower is possible  Additional water  quality requirements appear in the NC User Manual which  accompanies the tower     For complete water treatment rec
28. w marleyct com   In the interest of technological progress  all products are   subject to design and or material change without notice     2000 Marley Cooling Tower    TECH NC 00    Marley Cooling Tower    A United Dominion Company    Printed in USA    
29. y  environment  Five year full product warranty  Efficient  PVC film fill  Uniquely different and architecturally attrac   tive  Similar capacities to the NC Series     gt  Sigma  Series   available in wood  fiberglass  HDG  steel or stainless steel structure  Field erected for medi   um to large projects  Available in a wide range of sizes   Efficient PVC film fill     Splash Fill Towers       Series 10   Series 15   wood structure  fiberglass  casing  with splash type fill  Similar capacities to Sigma  series towers  Proven in hundreds of installations  Ex   cellent in    dirty water    situations     World Wide Web     gt  WWw marleyct com     visit Marley on the web for a  complete list of products  services and to find your  nearest sales representative     ADDITIONAL INFORMATION    Typical Applications    The NC Series tower is an excellent choice for normal  applications requiring cold water for the dissipation of heat   This includes condenser water cooling for air conditioning   refrigeration  and thermal storage systems  as well as their  utilization for free cooling in all of those systems  The NC  Series can also used in the cooling of jacket water for  engines and air compressors  and are widely applied to  dissipate waste heat in a variety of industrial and manufac   turing processes     Being constructed of stainless steel and other inert  materials  the NC Diamond Series can be confidently  applied in unusually corrosive processes and operating  environments  
    
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