A.S.M TREATMENT SYSTEMS

www.asmaritma.com.tr info@asmaritma.com.tr

E!ectual and Economical Solutions For Your Environmental Problems /"##$%&'()*$ ' "%+)+,'-)*$ .$/$)'0 12/', 34+56$,2, 7

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ASM ARITMA has accepted the principle to be a corporation which aims

at the customer needs and satisfaction, may follow market trends and

technological developments, respond to the demands with its expert

personel, consider the customer always as a solution partner and to be

able to supply and undertake all products.

The produced equipment has TSE Quality Certi!cate and we have

produced special products fort he orders from abroad in compliance with

(ASME, DIN BS) standards. Further the company has the certi!cates for

ISO 9001:2000, 14001:2004 Quality Management System.

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ASM Arıtma Sistemleri which was founded in 2002, has

implemented lots of projects thanks to its big experience

resulting from the successful performances without making

concession for quality and has been one of the signi!cant

companies leading to the environmental technologies in Turkey

in a short period of time. The company has always given priority

to the customer satisfaction and has increased the exiting

production capacity to meet customer demands in most

quali!ed way and within the shortest time.

ASM Arıtma Sistemleri serve on 3630 sqm closed,1200 sqm

open production area and with three storey 500 sqm

administration building in Gebze.

Beyond the scope of activities, ASM Arıtma Sistemleri are

o"ered turnkey services on installation, commissioning,

operating, project designing, consultancy and services.

Company Pro!le / !"#$%&' K#()*+%%

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Fields of Activity / !"#$% &#'(#)*+,-(.

Facilities and plants used for treatment of domestic untreated sewage and making them suitable for discharge standards,are satisfying systems for city and settlement areas based on biological wastewater treatment.

Many water sources are subjected to di!erent treatment processes according to the required water quality, because of not complying with the general drinking water conditions.

This Units has been designed for usage with high e"ciency in all housing and industrial companies and establishments which do not have any substructure and have waste water discharge problem.

Our Company are provided turnkey solutions to the custom-ers by selecting and project designing on Package Potable Water Reverse-Osmosis or Ultra#ltration Treatment Systems according to analysis results of raw water.

! "#$%&'()(# *+*(#, -+.&./+0#*1.2 .-")-.(1+ *(.0345 6.7 + -4(.645 64-".*)6 6 *..(6#(*(6++ *. *()37)"(),+ +*8.&'$%9(*: * ;#&'9 .0+*(1+ /.".7.6 + 3)*#&#3345 8%31(.6 6 .-&)*(:5.

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Wastewater Treatment Plants / !(/+0.. 12.-(3. !(,2+%4 5,6

Drinking Water Treatment Plants / 12.-(+%# !,,$78#+.' 9.(*#:,; 5,6%

Biological Package and Concrete – Chemical Wastewater Treatment Plants / <.,),=.2#-3.; 9/3#( . >#)#?,@#(,++%# - A.B.2#-3.# 12.-(+%# !(/+0.. !(,2+%4 5,6

Drinking Water Package, RO and UltraCltration Units / 9/3#( 9.(*#:,; 5,6%, RO . D)*($/".)*($/0.,++%# !.-(#B%

Odor Treatment Plants / !"#$%&" - '()*+,-. /""0%1.,)2

Electric and Automation / 34.5+0"6,.07)2 ) 89+":;+)#;<)

Manufacturing of Mechanical Equipment / =0")#9"$*+9" >.&;,)(.*5"7" '?"0%$"9;,)2)

Pumping Station / @;*"*,-. /+;,<))

Fields of Activity / /A.0- B.2+.4C,"*+)

The dirty odor generating units in wastewater treatment plants and chemical production companies are isolated from outdoor and transferred to Bio!lter Unit in comply with the ventilation method and then is made odorless with chemicals.

Potable water, rain water and Waste water is moved to the desired place with water pumping stations when the "ow of water elevation is inadequate. The system runs smoothly and without operator with spare systems and automation while pumps are operating synchronically.

ASM Treatment System are o#ered turn-key service to our customers on installation of electrical and automation systems for Pump Stations, Water Distribution Systems, Potable Water, Waste Water Treatment and Odour Treatment Plant Projects.

ASM Treatment System are manufactured penstock, screen mesh, aerator, scrapers, thickeners, mixer, chemical preparing unit, belt and screw conveyor, jib crane, screen pres, sand separatör, package treatment and private manufacturing equipment that is used to Treatment Unit.

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Facilities and plants used for treatment of domestic untreated sewage and making them !t for discharge standards, are satisfying systems for city and settlement areas based on biological wastewater treatment.

Domestic Wastewater Treatment Plants with capabilities of 1000-150.000m3/day and up are designed in according to Classical Active Sludge and Long Ventilating Active Sludge Processes based on wastewater features.

The said systems generally consist of following units: Physical Treatment, Ventilating, Final Sedimentation, Sludge Dewatering and Disinfectation units.

Wastewater has been treated and made reusable by means of grids, sand trap, ventilating, stripping and sludge treatment mechanisms which are used within these plants.

Waste Water Treatment Plants / !"#$%&'( C))*+,(&#- C%)"&'. /)0

Alaçam Wastewater Treatment Plant - SAMSUN /Alaçam !"#$%&' ())*+,-&#. (%)"&'/ 0)1 – SAMSUN

Altınova Wastewater Treatment Plant - BALIKES2R /Altınova !"#$%&'- ())*+,-&#. (%)"&'/ 0)1 – BALIKES2R

Gölmarmara Wastewater Treatment Plant - MAN2SA / Gölmarmara !"#$%&'- ())*+,-&#. (%)"&'/ 0)1 – MAN2SA

Kepez Wastewater Treatment Plant - ÇANAKKALE / Kepez !"#$%&'( )**+,-(&#. )%*"&'/ 0*1 – ÇANAKKALE

5

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a F&) , , J#$,3K#.4,*330# /&*:,. ! L(,2 -,-(#;)x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

Waste Water Treatment Plants / !"#$%&'( C))*+,(&#- C%)"&'. /)0

Kumluca Wastewater Treatment Plant - ANTALYA / Kumluca !"#$%&'( )**+,-(&#. )%*"&'/ 0*1 – ANTALYA

Uzungöl Wastewater Treatment Plant - TRABZON / Uzungöl !"#$%&'( )**+,-(&#. )%*"&'/ 0*1 – TRABZON

6

Drinking water treatment plants are constructed in order to render the water sources in the nature usable and drinkable. Such systems, which are constructed with the capacities for populations of 20.000 and above, are comprised of varying units depending on the characteristics of the water source (lake, dam, river etc.) in order to meet the water requirements of the cities. As the system is designed according to the amount and quality of the water, the distance to the water source and seasonal variations in the quantity and quality of the water, di!erent processes are applied for each plant internally. In general, the drinking water treatment plants are comprised of:Physical Treatment with the Grid System, Aeration, Coagulation, Flocculation, Chemical Dosing Unit, Sedime Tation Unit, Sludge Dewatering Unit and Disinfection unit. In order to ensure a consistent and controlled hydraulic "ow, pumping stations and valve rooms are used between the main units. The automatic control of the process is achieved by using PLCs or similar automation systems for the dosing systems that operate in coordination with the measurement systems.

!"#$%&'( )**+,-(&#. /#%0(12. 3*4' $%+*.%$. 1 5(6.7 8*1(4(&#. #9(:;#7$. 1 <+#+*4( 1*4&'7 +($,+$*1, <+#=*4&'9# > <#%0(1*9, ,<*%+(?6(&#:, %2>#( !"#$%&'( )**+,-(&#. >2> <+21#6* $%+*.%$. $ (9>*$%.9# 46. &2$(6(&#. 20 000 # 1'@(, 1 5(6.7 ,4*16(%1*+(&## <*%+(?&*$%(A <#%0(1*A 1*4( %+(?,:;#($. 1 =*+*427, 1 B21#$#9*$%# *% $1*A$%1 (*B(+2, 1*4*7+2&#6#;2, +(> # %.4.) #$%*"&'7 1*4 # $*B42:% +2B&'7 %#<*1 !"#$%&'( ?6*>#. C2> >2> $#$%(92 <+*(>%#+*12&#. +2B+2?*%2&2 1 $**%1(%$%1## $ >*6#"($%1*9 # >2"($%1*9 1*4', +2$$%*.&#. 4* #$%*"&#>2 1*4' # $(B*&&'( #B9(&(&#. 1 >*6#"($%1( # >2"($%1( 1*4', +2B6#"&'( %(7&*6*=#"($>#( <+*5($$' <+#9(&.:%$. 46. >2-4*=* $**+,-(&#(. !"#$%&'7 )**+,-(&# /#%0 3*4' 3 D(6*9;E#B#"($>#( $#$%(9' !"#$%*> $ B2;#%&*A F(@(%>*A, 3(&%#6.5#., G*2=,6.5##, E6*>,6.5##, H#9#"($>#A 8*B2%*+,!$24>*&2>*<6(&#(, !?(B1*-#12&#e I62 # 8(B#&J(>5#*&&'7 K6*>*1. 3 5(6.7 *?($<("(&#. +(=,6.+&*=* # >*&%+*6#+,(9*=* =#4+216#"($>*=* <*%*>2, &2$*$&'7 $%2&5#A # >62<2&&'7 >29(+*1 #$<*60B,:%$. 9(-4, *$&*1&'9# K6*>29#. L1%*92%#"($>*( ,<+216(&#( <+*5($$*9, +2?*%2(% 1 >**+4#&25## $ *%(>*9 4*B#+*12&#( #B9(+#%(60&'7 $#$%(9 *$,;($%16.(%$. $ <+#9(&(&#(9 $#$%(9 21%*92%#B25## PLC.

Havza Drinking Water Treatment Plant - SAMSUN / Havza !"#$%#%&'()*& +**,-.&)#& /#%(&0*1 2*34 - SAMSUN

Drinking Water Treatment Plant /!"#$%&'( )**+,-(&#. /#%0(1*2 3*4'

ISU Denizli Göleti Driking Water Treatment Plant – KOCAEL5 / 5SU Denizli Göleti !"#$%)4& +**,-.&)#6 /#%(&0*1 2*34 – KOCAEL5

7

Disinfection Unit (Gas Chlorination Unit)!"#$%&"'($)%%*" +,)'$ (-$./"0* 12#2,3,)4$4)52%$")

Coagulation Units / 6)278,9($)%%*: +,)'.

Sedimentation Units / ;.2<')%2')=,"%$" +,)'.Cascade Aeration) / 62.'2< >"%/$,9($)%%*: +,)'.

Chemical Dosing Unit / +,)' !)#$4)52%$9 3$04"27"%/)5

Pumping Station?2.).%29 -/2%($9

Blower RoomBlower 6)0%2/2

Potable Water Treatment Plants / !"#$%&'( )**+,-(&#. /#%0(1*2 3*4'

Rize @A4B0* / RCZE

8

Disinfection Unit (Gas Chlorination Unit)!"#$%&"'($)%%*" +,)'$ (-$./"0* 12#2,3,)4$4)52%$")

Ambarlı Natural Gas Combined Cycle Plant – ISTANBUL /-',2<)5*" D4$4)<%*E 12#)5): F,"'/4)./2%($$ - CSTANBUL

Usage Fields:

- Factory and Industries

- Summer Housing Sites and Tourist Facilities,

- School, Hospital and Military Unities,

- Accomodation Facilities and Restaurants,

- Farms and Slaughterhouses

- Resort and Holiday Campings,

- Dewellings and Collective Housings

- Temporary Settlements such as Job Sites

- Villages, Towns and Municipalities.

General Kemal DoGan Quarters of Gelibolu – ÇANAKKALE /62#2402 $0"%$ 1"%"42,2 Kemal DoGan Gelibolu - ÇANAKKALE

Gemlik Fertilizer – BURSA / Gemlik H<)I4"%$" - BURSA

Rize Prison – RCZE / Rize @A4B0* - RCZEProcess Flow Diagram / -E"0* /"E%),)7$J".')7) =4)("..2

It is designed to obtain high e!ciency at the treatment of domestic

and industrial waste waters. This design was produced by using the

highest technology in the treatment "eld as results of minimum cost,

maximum e!ciency, high quality production basis, intensive laboratory

works and detailed engineering calculations.Processes were designed

considering of water consumption of 25-10.000 people and 200

L/population.day per person.

In the consequent having intervals active sludge Project the polluters

in waste water are turned in to carbondioxside and water by means of

micro organisms in a aerobic environment. By means of process

balancing structure 98 % re"ning e!ciency is obtained even in

#uctuated densities. Output water is comply with the standards of

receiver discharging environment of waste water control regulations.

It can be easily delivered to receiver environments (river, lake etc.).

The output water is at quality of water can be used to water the

garden. The sludge obtained from the system can be taken out by

sewage truck with 5 – 6 months intervals. The sludge taken place can

be used as fertilize.

All equipment is provided freee of charge aganist 1 year warranty for

service and maintenance. Technical service and spare parts support is

provided by our company for the further years.

Biological Package and Concrete Wastewater Treatment Plants/5#*6*7#"($8#( /98(%' # 5(%*&&'( )#$%(:' ;* !"#$%8( )%*"&'< 3*4

9

!"#$%& '($)*"+*",$*& )-. )/0%12$*1. 3&0/#/4 566$#%13*/0%1 3

7,10%#$ 8&%/3&9 1 '(/:&;-$**&9 0%/,*&9 3/). <%/% '(/$#% 8&-

'/)=/%/3-$* 0 10'/->+/3"*1$: 0":&9 3&0/#19 %$9*/-/=14 3 /8-"0%1

/,10%#1, #"# ($+?->%"%: :1*1:"->*". 0%/1:/0%> 1 :"#01:"->*".

566$#%13*/0%>, 1*%$*013*&9 -"8/("%/(*&9 ("8/% 1 '/)(/8*&$

1*2$*$(*&$ ("0,$%&.!(/@$00& 8&-1 ("+("8/%"*& 0 ?,$%/:

'/%($8-$*1. 3/)& 25 - 10 000 *" )?;? *"0$-$*1. )/ 200 -1% / 3 )$*>

*" ,$-/3$#".

A '/0-$)?BC$: '"#$%*/: '(/@$00e "#%13*/=/ 1-"; 1:$BC1$0. 3

0%/,*&9 3/)"9 +"=(.+*1%$-1, '(1 '/:/C1 :1#(//(="*1+:/3 3

"5(/8*&9 ?0-/31.9 10'/->+?. #10-/(/) '($3("C"B%0. 3

?=-$#10-&4 ="+ 1-1 3 3/)?. D-"=/)"(. 0%(?#%?(*/4 8"-"*01(/3#$

)"2$ '(1 #/-$8"*11 ("09/)/:$%(/3 /8$0'$,13"$% 98%

566$#%13*/0%1 /,10%#1 3/)&. E/*%(/-1(?. 1 *"'("3-.. 3

/#(?2"BCBB 0($)? 0%/,*&$ 3/)& )/-2*& 0//%3$%0%3/3"%>

0%"*)"(%":.

F"'("3-.B% 7,1C$**?B 3/)? 3 /#(?2"BC?B 0($)?, %"#1$ #"#

/+$(", (?,>1 1 %"# )"-$$. 7,1C$**". 0%/,*". 3/)" :/2$% -$=#/

10'/->+/3"%>0. '(1 '/-13#1 G")/3. H- 1+ 0%/,*&9 010%$: 3 5 - 6

:$0.@$3 c '/:/C>B 3"#??:" 3&3/)1%0. 3 #"*"-1+"@1/**&$

=(?+/31#1 1 10'/->+?$%0. #"# ?)/8($*1$.

A0$ 31)& /8/(?)/3"*1. 1:$B% =/) ="("*%11, 8$0'-"%*/$

/80-?213"*1$ 1 ($:/*%. A '/0-$)?BC1$ =/)& F";" E/:'"*1.

/8$0'$,13"$% %$9*1,$0#/$ /80-?213"*1$ 1 '/))$(2#1 +"'"0*&9

,"0%$4.

Mehtap Sultanice KeKan Site – EDCRNE / Mehtap Sultanice 6524/2, KeKan - EDCRNE

Müstebi Hotel Bodrum - MULLA / Müstebi ;/",B Bodrum/ MULLA

Bergaz Dairy Products of Ezine – ÇANAKKALE / Bergaz M),)J%29 N2I4$'2 Ezine - ÇANAKKALE

Process Flow / -E"0* /"E%),)7$J".')7) =4)("..2

EGlenhoca village of Karaburun – CZMCR / -",) EGlenhoca Karaburun - CZMCR

Biological Package and Concrete Wastewater Treatment Plants/5#*6*7#"($8#( /98(%' # 5(%*&&'( )#$%(:' ;* !"#$%8( )%*"&'< 3*4

78-"0%1 '(1:$*$*1.:

- I"3/)0#1$ 1 !(/:&;-$**&$ 7(="*1+"@11,

- J",*&$ J/:" 1 K?(10%1,$0#1$ 78L$#%&,

- M#/-, D/->*1@& 1 A/$**&$ D"+&,

- N/0%1*1,*&$ E/:'-$#0& 1 O$0%/("*&,

- P$(:& 1 G#/%/8/4*1,

- Q$0%" 7%)&9" 1 R"=$(.,

- S1-1C" 1 E/--$#%13*&$ E/('?0",

- A($:$**&x !/0$-$*1.x, K"#19 E"# G%(/1%$->*&$ !-/C")#1,

- A 0$-"9, N/(/)"9 1 Q?*1@1'"-1%$%"9.

10

Usage Fields:- Factory and Industries- Farms and Slaughterhouses

Gölcük Slaughterhouse – KOCAELC / Gölcük -')/)I):%9 – KOCAELCNCG Metal of Tuzla – ISTANBUL / NCG M"/2,, Tuzla – CSTANBUL

CETT Anatolia Garage of KayıKdaGı – ISTANBUL / IETT Anadolu 1242O KayıKdaGı – CSTANBUL

Chemical Preparation and Dosing Unit / +,)' 3$0$J".'$" D)<7)/)5'$ $ !)#$4)52%$9

Poly Prep Unit for Chemical Treatment / +,)7 !,9 3$0$J".'): ;I42I)/'$.

In all places where the industry is present, waste formation is inevitable. Not only industrial improvement but also harm to the environment caused by industrial waste does increase day by day. The characteristic of waste water formed in the industrial company is dependent on the di$erence of the produced product, the process when the waste water originated, whether the production is discontinuous or continuous. For this reason, before the project and construction period, neccessary sediment actions are performed fastidiously in our laboratory. In the treatment actions, the type of chemical material to be used in the treatment plant and the quantity of the dosages are speci"ed and for each company, special treatment plant is designed and put into practice.The industrial treatment lants may be made of reinforced concrete, sheet metal or polyethylene. Sedimentation plants with high capacity mde of reinforced concrete is more economical. Industrial waste water treatment palnts may be discontinuous or continuous treatment system according to waste water capacity.

Chemical Wastewater Treatment Plants /!"#$%&'( )**+,-(&#. =#:#"($8#< )%*"&'< 3*4

78-"0%1 !(1:$*$*1.:- I"3/)0#1$ 1 !(/:&;-$**&$ 7(="*1+"@11,- P$(:& 1 G#/%/8/4*1.

78("+/3"*1. /%9/)/3 *$1+8$2*&4 6"#%, 3o 30$9 :$0%"9 =)$ 6?*#@1/*1(?B% !(/:&;-$**/0%1. F" ("3*$ c ("+31%1$: '(/:&;-$**/0%$4, %"# 2$ ("0%$% 8$0,10-$**&4 5#/-/=1,$0#14 ?C$(8, '(1,1*$**&4 3&8(/0/: +"=(.+*.BC19 3$C$0%3 1 /%9/)/3. T"("#%$(10%1#" 0%/,*&9 3/), /8("+?BC190. 3 '(/:&;-$**&9 '($)'(1.%1.9, +"3101% /% ("+*1@& '(/1+3/)1:/=/ '(/)?#%", '(/@$00", #/=)" 0%/,*&$ 3/)& 3/+*1#"B%, 8?)> %/ )10#($%*/$ 1-1 *$'($(&3*/$ '(/1+3/)0%3/. !/ 5%/4 '(1,1*$ )/ 0%")11 '(/$#%1(/3"*1. 1 0%(/1%$->0%3", 0%(/=/ 0/8-B)"B%0. %($8?$:&$ R"8/("%/(*&$ 7,10%*&$ 100-$)/3"*1.. J/0%?'*&$ # 61->%("@11 3/)& 3 /,10%*&9 0//(?2$*19, 10'/->+?. 91:1,$0#1$ 3$C$0%3" 1 /'($)$-.. /8L$: )/+1(/3#1, )-. #"2)/=/ +"3/)" ("+("8"%&3"B%0. 1 '(1:$*.B%0. 0'$@1"->*/=/ %1'" /,10%*&9 0//(?2$*14 0%/,*&9 3/). !(/:&;-$**&$ 7,10%*&$ G%"*@11 '(/1+3/).%0. 1+ 8$%/*", 0%"-1 1 '/-15%1-$*". 7,10%*&$ G//(?2$*1. 0 8/->;1: '/%/# 1 *$'($(&3*/4 /,10%#/4, 8/-$$ 5#/*/:1,*&:1 .3-.B%0. 2$-$+/8$%/**&$ #/*0%(?#@11. A +"3101:/0%1 /% '/%/#" '(/:&;-$**&$ /,10%*&$ 0%"*@11 0%/,*&9 3/) :/=?% 8&%> )10#($%*&: 1-1 *$'($(&3*&:.

11

Drinking Water Package, RO avnd UltraPltration Units //98(%9 /#%0(1*2 3*4', RO # >60%+9?#60%+9@##

ASM ARITMA S%STEMLER% has designed and built water

treatment plants for small and large communities. Also supplies

custom made and package plant and equipment to produce

water for industrial, commercial and household uses.

The utilized Technologies consist in coagulation / #occulation

/ plain or lamella sedimentation, pressure or gravity rapid sand

"ltration, slow sand "ltration for clari"cation of turbid and humic

surface and ground waters; oxidation / "ltration, zeolite

"ltration for iron and manganese removal; ion exchange and

soda/lime process for softening; ion exchange and reverse

osmosis for desalination; biological treatment and activated

carbon adsorption for organics removal; chlorination, ozone

treatment and ultraviolet irradiation for disinfection.

GHGKUQV 7WHGKEH ASM 0/+)"B% /,10%*&$ 0//(?2$*1.

'1%>$3/4 3/)& ("+-1,*&9 ("+:$(/3 3 )$($3*.9, =/(/)"9 1

'/0$-#"9.

K"#2$ 0/+)"X% 0'$@1"->*&: '"#$%/: '(/$#%1(/3"*1. 1

/8/(?)/3"*1. $=/ 3 0//%3$%0%311 0 '/%($8*/0%.:1 )-.

'(/:&;-$**&9, #/::$(,$0#19 1 8&%/3&9 *?2).

Q?%*&$ 1 =?:1*/3&$ 3/)& 10'/->+?$:&$ 3 %$9*/-/=11

#/"=?-.@11 - 6-/#?-.@11 )-. /'($0*$*1., '(/0%&$ 1-1

'-"0%1*,"%&$ /0$)"*1$, )"3-$*1. 1-1 =("31%"@1$4 8&0%(/4

61->%("@11 '$0#", :$)-$**/4 61->%("@11 '$0#", )-.

?)"-$*1. 2$-$+" 1 :"(="*@" /0/8$**/ 3 =(?*%/3&9 3/)"9

/#10-$*1$: / 61->%("@11, @$/-1%*/4 61->%("@11, 1/**&4

/8:$* )-. /,10%#1 2$0%#/4 3/)&, 1+3$0%#/3&4 / 0/)/3o4

:$%/)&, )-. /'($0*$*1. 1/**/=/ /8:$*" 1 /8("%*/=/

/0:/0". J-. ?)"-$*1. /(="*1,$0#19 3$C$0%3 10'/->+?B%

81/-/=1,$0#1$ /,10%#1, "80/(8@1/**". /,10%#"

"#%131(/3"**&: ?=-$: )$+1*6$#@11, 9-/(1(/3"*1$,

?->%("61/-$%/3&$ 1 /+/*1(/3"**&$ :$%/)&.

12

Odor Control units are used in wastewater treatment plants, sludge digestors and disposal units and many other processes in di$erent industries to reduce or totally remove odor causing bacteria from the system. Chemical odor control units are based on the scrubbing of the odor causing emissions to change molecular structure of compounds. Control units are natural odor neutralization processes, works on the principle of chemical destruction of odor causing compounds. Odor control units can be designed and produced in Chemical scrubber type or Biological type as well. As ASM ARITMA S%STEMLER% we are "nding solutions with expertised engineers in odor removal and control systems.

Odor Treatment Plants / A9;9<a !"#$%&'e )**+,-(&#.

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

13

Pumping Stations / !"#$#%&' ()"%*++

Nowadays sewage and rain water channels increased together with increasing population and housing areas. Potable water, rain water and wastewater treatment facilities are needed pumping stations when the !ow of water elevation is inadequate. Pumps of pumping station are selected according to place and water spesi"cations. ASM Arıtma Sistemleri are o#ered turnkey services to customers on manufacturing equipment, automation, installation, commissioning and operation about pumping stations..

! "#$%&'()) *+),' $ +&$%&, "#$)-)".' . /.-01 +#2&"&*, %#3/) *&4+#$%#)% 5&%&3 6&/6)*&2 . 3#"#-.4#7.&""01 $%&8"01 *&6. 9&:6# * ;8.$%"01 <&&+=/)".'1 *0$&%# 5&%&3# 5.%>)*&2 *&60, 6&/6)*&2 *&60 . $%&8"01 *&6 ")6&$%#%&8"#, %& $=()$%*=)% ")&?1&6.,&$%> * "#$&$"01 $%#"7.'1. ! 4#*.$.,&$%. &% ,)$%# +#$5&-#/)".' "#$&$"01 $%#"7.2 . &% 1#+#3%)+# *&60 *0?+#@%$' "#$&$0. <.$%),0 ;8.$%&3 ASM 5+)6-#:#)% $*&., 3-.)"%#,: 5+&.4*&6$%*& &?&+=6&*#".', #*%&,#%.4#7.., ,&"%#/# . **&6# * A3$5-=#%#7.@ "#$&$"01 $%#"7.2.

14

Electric and Automation / !"#$%&'%#()*$+ * ,-%'.+%*$+

Electric Solutions

- Supply of OG Power Transfer Lines and Cells,- Supply of Diesel Generator and Tansfer Panels,- Manufacture of Main Distrubition and Compensation Panels ,- Supply of MCC Panels and Local Panels and installation,- Supply of Earthing plumbing and lightning conductor systems and installation.

Automation Solutions

- PLC / RTU softwares,- SCADA and DCS softwares- Provide of the measuring Instruments and installation,- delivery of the plant that is commissioning and running after the software,- Give of training to customers about founded system after the software.

!"#$%&'(#)$'# &#*#+',:- (OG) -'+'' ."#$%&/0#&#12( ' 3(#4+/# /5#)0#(#+'# ,- 6&/'78/1)%8/ 1'7#"9+:; <#+#&2%/&/8 ' 02+#"#4 0#&#12(, - 6&/'78/1)%8/ =)+/8+/</ >2)0&/)%&2+'%#"9+/</ ' ?/@0#+)2A'/++:; 62+#"#4. - 6&/'78/1)%8/ 62+#"#4 MCC ' -/$2"9+/</ 62+/, - 6/)%28$2 ' B)%2+/8$2 )'"/8:; ' $/+%&/"9+:; $25#"#4. - C)%2+/8$2 ' @/+%2D 727#@"#+', ."#$%&/0&/8/1$' ' <&/@//%8/1+/4 )')%#@:.

E8%/@2%'72A'/++:# &#*#+',:- PLC / RTU 0&/<&2@@+/# /5#)0#(#+'#,- 6/)%28$2 ' @/+%2D /5/&B1/82+'# 0/ 5"/$2@. - 6/)"# 0&/<&2@@+/</ /5#)0#(#+', 2$%'8'7'&B, )')%#@B 8 &25/(#@ )/)%/,++'' )12#%), 72$27('$B, 72%#@ 0&/8/1'%), o5y(#+'# 0/ .$)0"B2%2A'' )')%#@: 0#&)/+2"B 72$27('$2 /5B(#+'#.

15

Mechanical Arch Screen and Step Screen /!"#$%&'( )*+',-.*/0'( - 12#3*,4.'25* 6*7820'

!"#$%&'( )*+',-.*/0'( - 12#3*,4.'2'( 5*6720', #8*,46'92 - #:';(92 2&*":<* &*=*/2&' & /2%.,<+ &%:'+, 2*8 /'8<8 /,->'92 "-/0 ?'$"(?,*,-( :"#$-+ 3%:"'?:*;*,-@ & A.-/2,<+ 1%%"#>*,-(+. 5*6720- & %/,%&,%8 0%""%?-%,,%-/2%@0-*. 5*6720' /%/2%-2 -? /;*:#9=-+ $"#33: 6'//-, B%"%,<, $"'B;-, =*20' :;( %.-/20- - 8%2%",%$% "*:#02%"'. !"#$%&'( 5*6720' - #:*">',,<* 2&*":<* &*=*/2&' / 3%8%=49 $"'B;-, 0"#$%&<8- :&->*,-(8- -? ,->,*@ .'/2- 0',';' /%/0"7B<&'e2 &&*"+ - 3%2'=-&'( 0 "#0'&,%@ .'/2- /B"'/<&'92 & 8#/%",#9 0%"?-,#. 12#3*,4.'2'( 5*6720' – ?'+&'.*,,<* ,' /2*">,- 2&*":<* &*=*/2&' 3*"*8*='92 &&*"+ 6'$ ?' 6'$%8 - /B"'/<&'*2 & 780%/2-.

A/%B*,,%/2-

Mechanical circle and step screen are equipments eCective in removal of substances in wastewater Dows, and other treatment units, which will reduce pollution load. In general, screens corrosion-resistant are produced. Screen components; chassis, rakes, rake cleaning unit and a motor redactor group. Solid substances caught on screen bars are peeled upstream from a cleaning rake which is used in removing solid substances in wastewater Dow stand channel base and a peeler cleaning rod placed at the higher location of channel drops solid substance driven by rake into the dustbin.In Step screen, solid substances caught on screen bars which are doing step motion, are removing upstream with step-by-step and carries up to drain and drops in box.

16

Mechanical Linear Screen / !"#$%#&' ($)&#"*$+,&' -$./0,&

This is the screen type used as both !ne and coarse screen at large

and medium size treatment plants. Without any limitation of channel

height,they can operate even in very deep channels. Linear mechanical

grid is a mechanical equipment which rakes and cleans vertically the

bar grid mounted at 75° angle to screen channel base.In general it

consists of chassis, !xed screen, peeling system and dustbin. All

movements of peeler palette are automatically controlled.

Peeling movement starts from the lower dead point and ends when

the counter peeler at higher point transfer the wastes accumulated in

rake to accumulating container. During down "ow, rake changes its

position and removes itself from the screen.

When "at mechanic grid is stopped, rake parks at the highest position

and does not prevent water "ow. Level can work in and adjusted or

time adjusted manner.

0.55 - 2 kW

min. 500 mm

500 – 3000 mm

min. 10 mm

Power / !"#$"%&'

Channel Depth / ()*+,$- .-$-)-

Channel Width / /,0,$- .-$-)-

Screen Opening / 10"234*&5, 6378&"5

Speci9cation / :%"+3$$"%&,

;")'7,3 , %03<$,3 "=,%&$>3 %""0*43$,? $-,+")33 =-%&" ,%@")'A*B&, 5-5 C0*+*B &-5 , &"$5*B 2"<3)' 0378&"5. ;3A "C0-$,=3$,D $- E>%"&* 5-$-)"E, E A-E,%,2"%&, "& $3"+F"<,2"%&,, 2"43& 0-+"&-&' <-43 E "=3$' C)*+"5,F 5-$-)-F. G,$3D$-? !3F-$,=3%5-? 6378&5- – H&" 23F-$,=3%5"D "+"0*<"E-$,3 $- +-A3 5-$-)- , @"< *C)"275° E E30&,5-)'$"2 $-@0-E)3$,,, *%&-$"E)3$$> %&304$, 0378&5, 5"&"0>3 "=,#-B& 3C" @*&32 E>%5-+),E-$,. /-%%, E "+#32 %"%&",& ,A I,5%,0"E-$$"D 0378&5,, A-=,%&5, %,%&32> , 5"$&3D$30- <)? 2*%"0-. J%3 <E,43$,? %503+5"E"C" 5"$E3D30- @"< -E&"2-&,=3%5,2 *@0-E)3$,32. K503+"5"E>3 <E,43$,3 $-=,$-B&%? % $,4$3D 230&E"D &"=5, , A-=,#-? @"<$,2-B&%? 5 E30F$3D 230&E"D &"=53, A-&32 $-5"@)3$$>D 2*%"0 C0-+)?2, %" %503+-3&%? E 5"$&3D$30 <)? 2*%"0- , @0"L3%% A-5-$=,E-3&%?. MA23$?? @")"43$,3 C0-+)' E @0"L3%%3 %@*%5-, &32 %-2>2 "&<-)?3&%? "& 0378&5,. 10, "%&-$"E53 G,$3D$"D !3F-$,=3%5"D 6378&5,, C0-+), <")4$> $-F"<,&'%? E E30F$33 =-%&,, &32 %-2>2 $3 @03@?&%&E*3& @"&"5* E"<>. N0"E3$' ,), E032? $-%&0-3E-3&%? @0, A-@*%53.

17

Mechanical Linear Screen / !"#$%#&' ($)&#"*$+,&' -$./0,&

!"#$%&' & ()'*+&' ",&(-+.' ("")/0'+&1 +2&3"#'' ,2(-" &(4"#$5/6-, 727 8)/3/6 -27 & -"+7/6 9"*'#$ )'%:-"7. !'5 "8)2+&,'+&; +2 <.("-/ 72+2#"<, < 52<&(&9"(-& "- +'"3="*&9"(-&, 9"0'- )23"-2-$ *20' < ",'+$ 8#/3"7&= 72+2#2=. >&+';+21 ?'=2+&,'(721 @'%:-72 – A-" 9'=2+&,'(7"; "3")/*"<2+&' +2 325' 72+2#2 , 4"* /8#"975°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

18

Rotating drum sieves are thin grids safely used with all kinds of process wastes of leather, food, dye, textile, paper,s ugar etc. industries, as well as domestic and industrial waste water treatment plants. Rotating drum consists of the drum part of sieve, and special triangle cross-section bars. Solid wastes accumulate in the outer surface of the drum. Based on this special cross-section, it is almost impossible that the grid will occlude; and it enjoys a high level of porosity. Wastes collected at the outer surface of grid drum are peeled through a peeler blade and discharged in an accumulating container or directly into the conveyor system. A compressed water spray mechanism is located in the grid drum against possible occlusions.

Rotary Drum Sieve / !"#$#%$&'() *#"#+#,,-' .&/-

6

1

2

5

4

7

3

Over!ow Pipe / "#$%&'(#)

*n!uent / +,(- .)(/%0, +(-

E1uent / +0,(- .)(/%0, +(-

Drive Unit / 23-45)(#

Drum / 6$#$7$% .8)(

Doctor Blade / 9(: ;7<$=(/%0>

Chassis / 93&4?$@ 9(A8

40 - 550 m! / h

0.37 - 0.75 Kw

600 mm

300 - 1500 mm

80 - 350 mm

100 - 400 mm

1

2

3

4

5

6

7

Capacity / BC5(&)D

Power / E(?%(&)D

Drum Diameter / F8$C3)# 6$#$7$%$

Drum Lenght / F=8%$ 6$#$7$%$

Inlet Diameter / F8$C3)# +,(-$

Outlet Diameter / F8$C3)# +0,(-$

SpeciGcation / ;&(73%%(&)8

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

1

2 3

4

19

Static Sieve / !"#"$%&'(o& !$")

This is a self-cleaning and thin screening equipment which can grid by gravity without needing and driver group. Static sieves are particulary used in treatment plants of textile, paper, food, alcohol etc. industries. The equipment consists of a sieve system particularly made of V cross-section stainless steel wires and a water di!usion sluice. Its use is quite simple and does not need any maintenance work.

1

2

3

4

Waste Water !nlet / "#$% &'$()*# +$%

Clean Water Outlet / "#$% ,-.'$/ +$%*

Main Body / 0.)$+)$/ 1$234.

Screen Surface / 5$+62#)$.'7 &-'$

Capacity / 89:$.'7

Screen Width / ;-2-)< &-'$

Screen Opening / =-<3<>$) &-'$

Inlet Diameter / =-<96'2 "#$%<

Outlet Diameter / =-<96'2 "*#$%<

30 - 200 m! / h

400 - 1800 mm

0.2 - 3 mm

150 - 250 mm

200 - 350 mm

Speci?cation / 0.$@6))$.'-

A6> )6$@#$%-9$.'- %BC 32-+$%< D2433*, .3$.$@)*/ D2<+-'<E-- .$ .:2-)-)D<, .<9$$(-F<GF-6.C $@$24%$+<)-6 . H$):-9 &:2-)-)D$9. &'<'-(6.:-6 &-'$ $.$@6))$ -.3$B7>4G'.C + $(-.')*# .$$24I6)-C#, '<:-# :<: '6:.'-B7)$/, @49<I)$/, 3-F6+$/ - .3-2')$9 32$9*JB6))$.'C#. &-'$+*6 &-.'69* 326%.'<+BCG' .$@$/ .36E-<B7)$ ->D$'$+B6))4G .6':y -> )62I<+6GF6/ .'<B- V- 3$3626()*9 .6(6)-69 - .$.'$-' -> +$%$2<.326%6BC69*# JBG>$+, -.3$B7>$+<)-6 K'$D$ $@$24%$+<)-C $(6)7 32$.'< - )6 '26@46' 32<:'-(6.:- )-:<:$D$ $@.B4I-+<)-C.

6

20

Hydraulic and Helicoid Screening Press /!"#$%&'"()*+", " -"./0&1, 2$)**0&1) 3)/+"

Screening press ensures that solid wastes are removed through pressure. It is used in removing the water of screening wastes and compacting the wastes. Solid wastes kept at screens are transferred to conveyors and sent to the inlet of press. From here, pressure is applied through a screwed piston on the substances that enter into pressure area. The counter pressure needed at this point is provided by counter pressure created by solid substances accumulated in the discharge pipe. In the meantime, solid substances pass through water drainage holes and pour on the drop tray from where they are discharged.

1

2

3

4

5

6

Drive Unit / !"#$%&'(

Press / )*+&,"

Feeding Hopper / -.'% /,&+0,"

Discharge Pipe / 1($2+ )2('3+

Drip Tray / 4,.5&(+& 6'#7

Container / 8'0&"90"(

Capacity / :;%'3&5

Power / <'=0'3&5

Screw Diameter / >,+;"&( ?0"%+

Lenght / 673'&+

0.5 - 10 m! / h

1.1 - 5.5 Kw

180 - 500 mm

2200 - 5000 mm

Speci@cation / A3'2"00'3&,

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

21

It ensures that the sand in waste water is hold at the inlet of facility and separated so that mechanical equipment and pumps in the plant are not worn. Sand separators are designed to separate solid substances in the sandy water collected through sand peelers and they consist pf a conic tank and gimlet conveyor. The latter is driven by a motor and discharges the sand collected at tank base into a container place at the outlet.

Sand Separator / !"#$%$&'% (")*$

1

2

3

4

5

Drive Unit / !"#$%&'(

Sprial / )*+&','-

Weir / ./01

Inlet / )2'#

Outlet / )32'#

Power / 4'5+'6&7

Capacity / 89%'6&7

Period / :;'('&

Spiral Diameter / <*=9"&( )*+&=

0.25 – 2.2 kW

5- 80 ton/h

4 – 18 d/dk

200 – 400 mm

Speci>cation / :6';"++'6&*

?&'-;3 9"2=+*@"6%'" ';'($#',=+*A * +=6'6+3" 6&=+B** , :@*6&+32 C''($D"+*A2 +" *1+=E*,=/*67, F(* ,2'#" 6&'@+32 ,'# , :@*6&+32 C''($D"+*A ';"6F"@*,=0& "G' '&#"/"+*" '& F"6%=. !=1(=;'&=++3" 6"F=(=&'(3 F"6%= F("#+=1+=@"+3 #/A '&#"/"+*A &,"(#32 ,"5"6&, *1 F"6'@+'- ,'#3, %'&'($0 6';*(=0& 6 F'9'570 F"6%= 6%(";%*, %'+*@"6%*" ;=13 6'6&'A *1 &=+%= * ,*+&','G' %'+,"-"(=. H'+,"-"( 6 9'&'(+39 F(*,'#'9, +=%'F/"++3- F"6'% , ;=1" &=+%= F"("9"5="& % ,32'#$ * '6,';'D#="& , %'+&"-+"( #/A 9$6'(=.

22

The incoming material is pumped through the inlet to the grit

classi!er. Grit and similar materials are sedimented to the bottom by a

horizontally moving bridge. Depending on the number of the collect-

ing channel used in the project, number of grit classi!ers may vary.

They can be produced of aluminum, steel, stainless steel and hot dip

galvanized steel.

Sand Trapper / !"#$%$&'%( )"*+$

!"#$%&" '()*+(*)," -./'(%&" 0##)*12%/3 #$%/4 /5 %,/6#722 8,1%&" #6#)*$#8,%/3 98792('9 :2'+#7#8#.%&2 ;,''23%&. :2'+#7#8&.%&4 -6#)*$#8,%/24 ' <#4#=>? @#)/5#%(,7>%# $8/1*=2@#'9 4#'(,, .2)25 <#7-(#.+/ '#6),%%&3 <2'#+ 8 +,%,7,", ./'72%%#'(> +#(#)&" 8 '##(82('(8// ' <)#2+(#4 / #./=,2(.-6#)*$#8,%/2 4#@*( 6&(> /5@#(#872%& /5 ,7?4/%/9, *@72)#$/'(#3 '(,7/, #A/%+#8,%%#3 /7/ %2)1,82?=23 '(,7/.

23

Sand trappers are used for separating inorganic substances like sand or pebbles from water, and avoiding wear of pumps and similar equip-ments in treatment facilities and occlusion at settlement pools. Also sand trappers are used for trapping solid substances with density higher than 2650 kg/m3 and a particle diameter larger than 0.1-0.2 mm. Removal of the sludge settled at the base is ensured through a pump which shuttles on the bridge.

Sand Trapper / !"#$%$&'%( )"*+$

!"#$% #"&'()"* )+ ,"#-.%/ 0#& .'#123.)-',4)' 0'5',"03, "34)' 434 6',#4 ) 2130)7, &(8 61'&#"0135'.)8 1),43 91#+)), ,'&):'."3;)) ) +3,#1'.)' 0 .3,#,.%/ ,"3.;)8/ ) &1<2)/ $(#43/ #-),".%/ ,##1<='.)8/ ),6#(*+<'",8 6',4#(#0#4). >1#:' "#2#, -"#$% 2313.")1#03"* ) <&'1=)03"* "0'1&%' 0'5',"03, 6(#".#,"*? 2650 42/:@ ) -3,");% $#(*A): &)3:'"1#: 0,1 - 0,2 ::. B(8 <&3('.)8 A(3:#0 ,# &.3 $3,,'7.3 #,<5',"0(8'",8 , 6#:#5*? .3,#,3, 4#"#1%' 0:#.")1#03.% .3 &0)=<5)7,8 :#,".

24

It is produced so that foams and deep sludge in circular settlement tanks can be accumulated. Rotating bridge with scrapers can be designed at length equal to half - length or full - length of the pool diameter. Construction of the scaper bridge, panel, cage, pro!le or pipe alternatives are located. Driver system at the end of scraper bridge is entered from electrical system and transferred to ensure this, a brush collector system is located in the central structure. This system composed of brass and !ber is protected against water and humidity e"ect.

Scraper With Rotating Bridge / !"#$#%$&'() *+(, -."/0+.

Power / !"#$"%&'

Bridge Width / ()*)$+ !"%&+

Bridge Lenght / ,-)$+ ."%&+

Tank Depth / /-01)$+ 2+%%34$+

1

2

3

4

5

6

Drive Unit / 53607&"*

Scum Hopper / 83$+ 20$73*+

Surface Scraper / 8"93*:$"%&$;4 <7*31"7

Sludge Scraper / <7*31"7 =-+

Suice / (->?

Stengel / (&3$@3-'

0.55 – 2 kW

800 – 1200 mm

4000 – 16000 mm

2000 – 5000 mm

SpeciAcation /B%"13$$"%&)

=?@"&+9-)9+>&%C "&%&"4$;3 D)*70-C*$;3 &+$7) 6-C %1"*+ E3$; ) @*C?) %" 6$+. F*+#+>#)4%C %7*317"9;4 ."%& ."G3& 1;&' %E*"37&)*"9+$ $+ E"-"9)$0 6)+.3&*+ 1+%%34$+ )-) E"-$".3&*+G$;4. ,-C 7"$%&*07D)) <7*31"7"9"@" ."%&+ ."G3& 1;&' )%E"-'?"9+$ E+$3-', 7-3&7+, E*"H)-' )-) &*010 9 7+I3%&93 +-'&3*$+&)9;. F %)%&3.0 E*)9"6+ ).3>#0>%C $+ 7"$D3 9*+#+>#3@"%C ."%&+, E3*36+J&%C K-37&*)I3%&9" % K-37&*)I3%7"4 %&+$D)). ,-C 6"%&)G3$)C K&"4 D3-) 9 D3$&*+-'$0> %&*07&0*0 "6$"4 %)%&3.; 7"--37&"*+ 7)%&) *+?.3#+>& 3@". L&+ %)%&3.+ %"%&")& )? .36$"@" ) 9"-"7"$C$"@" 9"?634%&9)C 9"6; ) 9-+@).

25

Scraper with Linear Bridge / !"#$%#&% '()$*+(

Linear scraper used in rectangular cross-sectioned pools are mostly preferred as sand and grease trappers at preliminary treatment plants. The sludge deposited at the base can be removed wither with air -lift method or through a pump traveling on the bridge. In addition to suction type, sludge of peeling blades can be continuously peeled into the sludge channel at an end of the channel.

1

2

3

4

5

6

7

Platform / !"#$%&'(#

Bottom Scraper / )#*&+,- ./'01/&+,- 2&3

Scrum Scraper / !044,- ./'01&/

Control Unit / !#40"5 6&4$'&"7

Distribution Unit / .$'8/$8', 9#:;'0<0"04=7

Stengel / >?&< @$04A0"7

Sluice / @"B*

Power / C&D4&:$5

Walking speed / ./&'&:$5 E&<51,

Bridge Width / @='=4# C&:$#

Bridge Lenght / F"=4# C&:$#

0.75 - 3 Kw

5 - 10 cm/s

800 - 1200 mm

2000 - 12000 mm

SpeciGcation / H:&1044&:$=

1

23

4

5

6

7

I=40-4,0 :/'01/= =:;&"5*8B$:7 + 1#::0-4#? : ;'7(&8A&"54,( :0J04=0(, :&&'8304=7? ;'0<+#'=$0"54&- &J=:$/= <"7 ;0:/& <0'3#$0"7 = (#:"& <0'3#$0"7. F"7 8<#"04=0 &$:$&7+D0A&:7 ="# :& <4# 1#*,, (&30$ +,;&"47$5:7 /#/ : ;&(&D5B air – lift :=:$0(,, $#/30 = : ;&(&D5B ;0'0<+=34&A& 4#:&:# ;& (&:$8. K=; +:#:,+#4=7, 8:$#4&+"044,0 4# (&:$8 "&;#:$= *#J=:$/=, 40;'0',+4& :&:/'01#0$ =" + &<=4 /&40L A'7*0+&A& /#4#"#.

26

Thickener / !"#$%&'&()'

Thickener are the components which scrapers sludge into the tank center and ensure that the sludge is provided with a !uent and pumpable thickness. As solid substance contents of the sludge settled in the settlement poolsof treatment palnts is very low(0.6-2% solid substance), condensing process is employed toincrease this ratio and decrease the sludge volume. In this process, solid substance contents of muds is raised to 6.5 - 12% solid substance. Thickener are generally designed as centrally driven and mounted on concrete or steel bridge.

Power / !"#$"%&'

Tank Diameter / ()*+,&- .*%%,/$*

Tank Depth / 0123)$* .*%%,/$*

Peripheral Speed / 45"-"%&) 65-27$"/

1

2

3

4

5

Drive Unit / 8,925&"-

Sluice / :1;< % =-"-,<';

De>ector / (,?1,5&"-

Sludge Scraper / =*1,& 45-,3"5 ($*

Condensation Stick / 4&,-7$) @"$9,$%*&"-*

0.12 – 3 kW

2000 - 10000 mm

2000 – 6000 mm

6 – 30 cm/sn

SpeciAcation / 6%"3,$$"%&)

B*C2%&)&,1) – D&" "3"-29"E*$),, 5"&"-", %"%5*31)E*,& F1*+ E G,$&-, "&%&"/$"C" &*$5*, 9"E"9H ,C" 9" 7)95"/ I-"5*J)E*,+"/ 5"$%)%&,$G)). B 6J)%&$KL %""-27,$)HL "&%&"/$KL &*$5*L, "&%&"HE#)/%H )1 % $)<%5)+ %"9,-7*$),+ &E,-9KL E,#,%&E (0,6% - 2 &E,-9K, E,#,%&E*). =-"G,%% %C2#,$)H I-)+,$H,&%H 91H 2E,1)J,$)H %5"-"%&) ) 2+,$'F,$)) "3M,+ )1*. (*$$K+ I-"G,%%"+ %"9,-7*$), E F1*+e &E,-9KL E,#,%&E 6,5% - E 12 -*< +*&,-)*1 329,& 29*1,$. @*5 I-aE)1" <*C2%&)&,1) -*<-*3"&*$K G,$&-*1)<"E*$$" 2I-*E1H,+K/ ) +"$&)-2,&%H $* %&*1'$"/ +"%&.

27

Floating Aerator / !"#$#%&'( )*+#,-+

It is used to ventilate and mix biological reactors. It ensures high level of oxygen transfer in the waste water. To prodive both aeration and complete mixing, aerators are designed in up!ow basis that rely on violent agitation of the surface and air entrainment for the e"ciency. The impeller is used to disperse the air bubbles and mix the wastewater.

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

28

Fixed Bridge Type Aerator / !"#$ # %&'#&(")*++,- ./(*$"("-

Depending on the basin geometry, the surface aerators are

commonly fabricated as !xed bridge type aerator. Although

the main body, shaft and impeller are being generally

fabricated in epoxy coated, immersed units may be produced

in stainless steel. ASM Arıtma Sistemleri have certi!cate of

approval about aerators by GYTE Enstitute.

Drive Unit / !"#$%&'(

Shaft / )*+

Fan / )",&-+.&'(

!"#$%&'" (" &()*+,+-%*+./ 0%&&)1'"2 +3#"4%2$+2%54&. + /"'4+67. '% /"&48. 9"6(7&, 2%$ + 2)'4+$.4"68 +3#"4%2$+2%54&. +3 7#$)6":'"1 &4%$+ + ("-682%54 ;("-&+:"/. <6+ =)$%'++, 2%$ + 2)'4+$.4"6 /"=)4 084> +3#"4"2$)' +3 ')6=%2)5?)1 &4%$+. @3#"4%2$+2%)/8) 2 '%A)1 -"/(%'++ B;6%4"68 (6"C":.4 4)&4+6"2%'+) '% -+&$"6":% ;,,)-4+2'"&4> + 08$+ ":"06)'8 @'&4+474"/ GYTE.

29

Brush Aerator / !"#$%&'( )*+,*

These aerators used in oxidation ditches; has a mechanical

structure formed of the actuator group (motor reductor), rotor,

elastic caplin and tipbearings. The main shaft forming the aerator

has stainless steel blades. While one side of the main bearings

rotates, the other connects to the actuator group. Sheet metal

plates protects every side of the aerator against wastewater

splashes.

! "#$#%#& '()*+,$)- )*./+01234*- 567#4/78 * 9/7)1/$4#+0$8: %#+/: .7)%/;$/< 972../<, ):,,4 *472(4272 */*4/-=23*- )1 ( :/4/7$8< 7,;2(4/7) 7/4/7#, 6+#*4)>$/< :2?48 ) (/$,>$8& ./;@).$)(/%. A,1%)- )1 $,7B#%,3=,< *4#+) :/$4)7234*- $# /*$/%$/< %#+ */1;#%#,:/9/ #67#4/7#."/$,C /;$/9/ /*$/%$/%#$)- /*$/%#$ $# ./;@).$)(#&, # ;729/< (/$,C */,;)$,$ ( ;)*(/%/< 972..,. !*, (/$C8

#67#4/7# ;/+B$8 D840 1#=)=,$8 /4 D7819/% ) ./.#;#$)- *4/>$8& %/; % +)*4/%23 .+#*4)$2.

30

Slow Sand Filters / !"#$"%%&' ()$*+, -"./0

One of the oldest methods for treating the drinking water is the straining operation that can block the particles 60µm or larger in size. Two types of Sand Filter Systems are used as the Fast Filters ( 5- 15 m3 / m2.st) and Slow Filters ( 0,1 - 0,5 m3 / m2. st). Filtrations materails consist of graded Quartz, Anthracite ve Filter Ag minerals. The !lter pods are made of concrete structures and designed in rectangular shapes in general. The most widely used systems today are the slow sand !lters called “up-"ow” depending on the hydraulic characteristics.

! "#$%&'() *++,-./'$0) 1$&2/3+4 !+5( +5'+4 $6 '7$8+9// :$,+;+ $%<+926-/=() %&7,/4:$) =/&+5+3 0390/&%0 60µm $ $=/>?$4%0 <,+@/%% A$92&,7@$$ -5/,.$37>?$4 #7%&$@(. *$%&/=7 A$92&,7@$$ <,$=/'0/&%0 ; 53-= &$<7=: "&;,(&(/ 1/%#7'(/ B$92&,(, C;%<,/%% - B$92&,( (5-15 =D / =E St.) $ F/59/''(/ B$92&,( (0,1 -. 0,5 =D / =E St). C&7<'(/ A$92&,7@$+''(/ =7&/,$79( %+%&+0?$/ $6 =$'/,79+3 G37,&% (Quarts ), H'&,7@$& (Antracite ) $ B$92&, HI (Filter Ag ) . 1,+A$92 B$92&,+3 <,+/;&$,->&%0 3 @/9+= <,0=+-I+92'+4 A+,=/ $ $6 ./9/6+8/&+''() ;+'%&,-;@$4. ! '7%&+0?// 3,/=0 '7$8+9// :$,+;+ $%<+926->&%0 3 %$%&/=7) F/59/''() 1/%#7'() B$92&,+3 I$5,+&/)'$#/%;$) %++,-./'$0) % 3+%)+50?$= <+&+;+=.

31

Vertical Sand Filters / !"#$%&'()*+" ,"-.'*+" /%()$#+

Horizontal Sand Filters / 01#%21*$'()*+" ,"-.'*+ /%()$#+

Pressure Sand Filters / !"#$%&'" ()*+,-' # ./0*"&)"1

Pressurized sand !lters are commonly used for suspended solids removal from water and waste water. Manual or automatic operation of the units is possible. Depending on the capacity, they can be implemented as single tank or parallely operated multi tanks. Pressurized tanks are designed based upon working pressure rates and material thickness are selected based on the these rates. Carbon steel !lter vessels are coated in accordance with client request to ful!ll needs of various applications or alterna-tively they are manufactured from stainless steel. For your di"erent dimension or capacity vessel needs, please contact ASM Arıtma Sistemleri.

! "#$%&'() *++,-./'$0) 1,/%'() $ *&+#'() 2+3, 340 -354/'$0 &2/,3() 2/6/%&2 $%7+489-:&%0 1/%+#'(/

;$48&,( % <524/'$/=. ! %++&2/&%&2$$ % >/48: $%7+489+25'$0 ,59,5?+&(25:& $ 7,+/@&$,-:& 1/%+#'(/ ;$48&,( % <524/'$/=, ,-#'(= $4$ 52&+=5&$#/%@$= @+'&,+4/= . 1,$ 7,+$92+3%&2/, 952$%$=+%&$ +& ,5?+#/A+ 3524/'$0 7+3?$,5:& &+46$'- -A4/,+3$%&+B %&54$ 340 @+,7-%5 $ 7+@,(25:& C7+@%$3+=, &5@ ./ 7+ ./45'$: 95@59#$@5 $9A+&524$25:& $9 '/,.52/:6/B %&54$. D%4$ - !5% +?+,-3+25'$0 3,-A$) ,59=/,+2 $ ,594$#'() E=@+%&/B =( 7+=+./= !5= %+ %7/> 95@59+= 7+.54-B%&5, %20.$&/%8 % '5=$.

32

Beltpress / !"#$ !%&$$'

Sludge thickening is the process of increasing the solids content of sludges from primary and/or secondary settling tanks. Belt thickeners widely serve to reduce the size of the subsequent sludge dewatering steps in treatment plants. Belt thickeners is used as a separate machine to provide sludge thickening or it can be integrated with beltpress to provide better dewatering results at the end. Thickened sludge still contains big amount of water and needs to be dewatered. Beltpress is a sludge dewatering machine designed for continuous operation and widely used in treatment plants, from middle to big capacity ones. Belt press frame and main body are manufactured from galvanized steel or stainless steel.

0 – 10 m!/h

0.55 – 1.5 kW

1000 – 2000 mm

3 – 8

Capacity / !"#$%&'

Power / ($)*$%&'

Belt Width / +,-,*. /$0$%1

Belt Hızı / 2#$-$%&' 34,56*,7 86*&1

Speci!cation / "#$%&''$#()

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

33

Filter Press / !"#$%&o-'&())

Filter presses ensure that sludges given at high pressure into the !lter clothes pulled at the frames of vertical plates are !ltered. Filtered cakes of sludge collected between plates are removed by mechanically opened plates.

Speci!cation / "#$%&''$#()

Plate Width / !"#"$% &'%()"$*

Pressure / +%,'-$"-

."'/)#o - 0#-((* 1)2 ,-#)"3%'/$*- 0'%()"$* $% 32)2#*- $%)45",%6)(4 )3%$" 7'4 8"'/)#89"" " 027 ,*(23": 7%,'-$": 027%6) 5#4;/, )-: (%:*: 8"'/)#<6) -52. &'%()"$*, :-=7< 32)2#*:" 02('- 8"'/)#%9"" $%3%0'",%-)(4 5#4;",*- 2)>27*, <7%'46) "> :->%$"?-(3": 2@#%;2:.

250 – 2000 mm

8 – 16 Bar

34

Band Conveyor / !"#$%&#'( )%#*"("+

Belt conveyors allow to transmission of product as horizontal or inclined. Transmission is provided with moving band on carrier roller. It is used for removing wastes that come out of mechanical grid and belt press. There is an weighted belt tension system in long transmission distances. Standard production is painted steel, galvanized steel or optionally stainless steel.

Speci!cation / "#$%&''$#()

Power / !"#$"%&'

Belt Width / ()*)$+ ,"-"%.

Lenght / /-)$+

0.37 – 0.75 kW

500 – 600 mm

1000 – 10000 mm

01$&"2$.3 4"$5131* 6"75"-81& &*+$%6"*&)*"59: 6*";:9&"5 5 <"*)7"$&+-'$"= )-) 5 $+9-"$$"= %"%&"8$)). ,1*1;+2+ %$+>?1$+ -1$&"3 9"&"*+8 ;5)?1&%8 $+ 9*1$ @+%%). A%6"-'7:1&%8 ;-8 &*+$%6"*&)*"59) ) :;+-1$)8 "&B";"5 5.B";8#)B )7 =1B+$)21%9"3 *1@C&9) ) -1$&"2$"<" D)-'&*" – 6*1%%+. 01$&+ 6";EC=+ )=11& %)%&1=: $+&8?1$)8 6*) 61*1;+21 <*:7+ $+ ;-)$$"1 *+%%&"8$)1. F&+$;+*&$"1 6*")75";%&5" 6*";:9G)) )7 "9*+@1$$"3 %&+-), "G)$9"5+$$"3 %&+-) )-) 6" ?1-+$)H )7 $1*?+51H#13 %&+-).

35

Screw Conveyors / !"#$%&%' (%#&)')*

Screw conveyors are used to elevate and convey to a vehicle the waste solid which is based on from various parts of the waste water treatment plant. This equipment is formed by an inlet part for waste solid, a discharge part, a half circular bed and screw carrier. The screw carrier, which is actuated by reducer, elevates the waste solid from the inlet part to the discharge part and pour out the vehicle. The standard construction is of tub (U-type) and helical tube form and depending on request; they are produced from steel, painted steel and stainless steel. They can be employed in all industrial !elds.

Speci!cation / "#$%&''$#()

Power / !"#$"%&'

Lenght / ()*$+

Screw Diameter / (*+,-&. /$-0+

Screw Speed / 10"."%&' /$-0+

0.55 – 1.1 kW

2000 – 10000 mm

250 – 350 mm

10 – 15 rpm

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

4

36

Penstocks / !"#$%&

Flow in channels is controled by penstocks in municipal and industrial waste water treatment plants, potable water treatment plants and power plants. Penstocks which can be mounted on the channel or wall can be manual, electrical motored or pneumatic. Watertightness is supplied by "P" and "double lip" seals. We arrange body and chassis thickness of penstocks at di!erent levels depending on water pressure.

Speci!cation / "#$%&''$#()

Frame Height / !"#$%& '&##(

Frame Width / '()(*& '&##(

Penstock Height / !"#$%& +)",-(

Penstock Width / +)",-& '()(*&

Shaft Lenght / ./(*& 0(/(

Shaft Diameter / .(&12%) 0(/(

250 – 10000 mm

250 – 4000 mm

200 – 3000 mm

200 – 3000 mm

400 – 4000 mm

20 - 40 mm

!"#$%&'&*+,

!%(()*+,&'&-.,&/$& 012+/,&')&

-)#.(&'&3+##)

/(+0%123&'&42567+

3$%$- 4$5" 4 -&*&/&6 7(%824"6 ( #%$9*"6 4$5 $9(#%*"6 #$$):;2*(<6 -$*%)$/():2%#< -)",-&1(. +&*&/8*"2 -)",-( -$%$)"2 1$*%():=%#< 4 -&*&/ (/( *&#%2*-: (>?$%&4/(4&=% 1&*:@/"2, @/2-%)$1$%$)*"2 (/( 7*241&%(92#-(2. A2)12%(9*$#%8 $#:B2#%4/<2%#< # (#7$/8>$4&*(21 54$C*$?$ %(7& )2>(*$4$?$ :7/$%*2*(< ?:D ( PV *&5 -)&<1( -)",-(. E$/B(*& -:>$4& ( ,&##( -)",2- 7)$(>4$5<%#< )&>/(9*"6 )&>12)$4 4 #$$%42%#%4(( $% 5&4/2*(2 4$5".

37

Polyelectrolyte Make-Up Unit / !"#$ %#&'#(#)$* %#"*+",$(-#"*(.

!"

# $

%

Polyelectrolyte is an agent used in potable water or waste water treatment plants to aid !occulation process. In addition, it is utilized in sludge dewatering systems for conditioning of sludge Polyelec-trolyte make-up units are fully automated and provide continuous polyelectrolyte solution preparation with minimum labor require-ment. Main body of the unit is made of stainless steel and it is manu-factured as single, double or multi compartments. The unit is also equipped with heating element, vibrator, polymer feeding screw, intake water valve and level instruments for automatic operation.

0.18 – 0.55 Kw

1 -5 m!

0.2 - 5 lt / h

100 - 1500 lt / h

Power Mixer / !"#$"%&' ()*%'&*+,

Capacity / -)."%&, Polyelectrolyte Feed Capacity / /)."%&, 0"+'1+*.&2"+'&$"3" 0'&4$'5

Dosing Capacity / /)."%&, 6"7'2"84$'5

Speci!cation / "#$%&''$#()

Chemical Chamber / 9*7*28:424 (:;'; <*#*%&8"

Dosing Drive Unit / 6"7'2"8.4 ' 9*=:.&'2"84$'* !4&*2'4+"8

Mixer / ()*%'&*+,

Mixer / ()*%'&*+,

Dosing Pump / >4%"% ?')'@*%."A 6"7'2"8.'

1

2

3

4

5

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A.S.M. ARITMA S!STEMLER! MAK!NE !MALAT ve !N"AAT SANAY! T!CARET L!M!TED "!RKET!

Address / A!"#$:Sultan Orhan Mah. 1164 Sok. No:9 Gebze - Kocaeli - TürkiyePhone / T#$#%&':+90 (262) 643 55 00 (pbx) Fax / %&'$:+90 (262) 643 71 42

www.asmaritma.com.tr info@asmaritma.com.tr

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General Directorate of Eti Bor

General Directorate of Eti Bakır

Turkey General Directorate of Sugar Factories

Syrian Ministry of Settlement and Public Works

Ministry of Environment and Urban Planning

Ministry of National Defense

General Directorate of EDAS

General Directorate of !ETT

General Directorate of ISU

ET! Mine Companies

Sugar and Food Factory

Hacettepe University

Harran University

Is Bank of Turkey

Ministry of Justice

Special Provincial Directorate of Administration

Municipalities

Fernas Construction Incorporated Company

Kolin Construction Incorporated Company

Filli Boya Incorporated Company

Aygaz Incorporated Company

Ciner Group

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