Atp1.2 to AutoCAD Wastewater Treatment Plant Design Program

2
ATP-1.2 Program Wastewater Treatment Plant Design, Estimating and the costs associated with
planning for the needs and save time by all accounts is an integrated solution. Practical use, automatic
calculation AutoCAD drawings with automatic scheduling enables you to use your time most efficiently.
Practical Data Entry
AAAtttppp 111...222 WWWaaasssttteeewwwaaattteeerrr TTTrrreeeaaatttmmmeeennnttt PPPlllaaannnttt DDDeeesssiiigggnnn PPPrrrooogggrrraaammm
Wastewater Input Values
User to input desired Q m³ / h, BOD entry
mg / l, SS (MLSS) entry mg / l, BOD and SS
output value is entered. In addition, the
Central Bank with the current exchange
value of the connection must be specified.
Accept the Desiggn Account For
Wastewater Input Values indicated after the
design to have made to the facility for some
acceptances are necessary. This admission
during the program you have adopted are
appropriate if the "to approve" or "to
deprecate" phrase with the user's most
i l ti t h ill id
Optimal Data Management
ATP-1.2 Home Page on the data entered the
most appropriate and clearly by ordering
your project management easier for you.
Specific Functions;
• Wastewater Treatment Plant Sizes
• Wastewater Treatment Plant Exploration
• Unit Based Reconnaissance new
• Construction Materials and Cost
• Construction Labour Cost
• Transfortations
• Mechanical Manufacturing and
• Electricity production costs and cost
• Piping and Plumbing
• Plan and P & I Diagram
• AutoCAD Drawing Unit Prices
• Final Total
System And Application Preference
ATP-1.2 makes it easy to use thanks to modular
system is preferred.
1 SYSTEM PREFERENCES New-Classic-long
Aerated Activated Sludge Activated Sludge.
2 CHOICE VENTILATION New Ventilation with -
air exhauster blower with air-
3 DEWATERING CHOICE New-Belt Filter
Dewatering-Drying Beds Choıce
4 CHOOSE SIZE New Conditioning Program By-
auto opportunity to enter the
5 DIMENSION USER New
6 HYDRAULIC PROFILE New
7 CONCRETE ACCOUNTS STATIC New

3
System Preferences
Aerobic biological treatment methods most commonly used today, two of them with Atp1.2 design
calculations are made.
1 Activated Sludge System classic
2 Long Aerated Activated Sludge System
Activated Sludge System Classic , Long Aerated Activated Sludge System
Aerobic biological treatment method is the most widely used and accepted ones. Atp1.2 program
design in these systems to make the above calculations in the form of classical or long Aerated
Activated Sludge Activated Sludge is checked against our interests in the form below. Requested on
this form, MLSS and F / M ratio is entered in all the calculations for those standards, mechanical
equipment and electrical systems will be made according to this system.

4
Aeration System of Preferences
Activated Sludge from the ventilation system with two of them are Atp1.2 design calculations.
1 Pressure Ventilation System (BLOWER)
2 Mechanical ventilation system (AERATOR)
to prefer this system, one of the ventilation profile button is clicked the form below and we will come
across. Design will be made according to preference.
Dewatering System of Preferences
Hydration process, reducing the water content of sludge is used for physical (mechanical) is a basic
process. Sludge from the water to get the two of them with the methods used are Atp1.2 design
calculations.
1 SLUDGE DRYING BED natural water intake method
2 PRESSURE FILTER(Belt-FILTER) mechanical method of water intake
This is one of the preferred method for Dewatering against the profile button is clicked the form

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Dimensional Preferences
As a result of design calculations Atp1.2 automatically determine the size as well which allows the
user to enter their preferences by size, have the opportunity to Sizing Preferences button is pressed,
you will counter in the form below ..
1 Size of the unit will enter my own
2 Auto Setup Program
by sizing the system to prefer one of the ventilation profile button is clicked the form below and we
will come across. Design will be made according to preference.
Be Entered By the User of
the Size
As a result of design calculations
Atp1.2 automatically determine
the size, as well as being entered
by the user which allows the
preferred dimensions are possible.
This means the user greater
convenience is just happens;
Wastewater Treatment Contract
there and all the dimensions
specified in the tender of this size
from top to bid as appearing in
section units in size by the user is
entered, all calculations of this
size on the mechanical equipment
and electrical instrumentation
entered BOD, TSS values observed
Given the type, capacity, and
calculations are performed. Thus,
preparation for an auction to

6
Data Entry
Atp1.2 Wastewater Treatment Plant Design Program, the calculations needed to make the choices
after the design will be the plant, factory or residential area Wastewater Values Input section by
entering all the calculations, design and feature automatically is done. Login button is clicked the
data against our income in the form below.
1 - Introduction to the wastewater treatment plant Q (Flow), BOD, TSS, nitrogen values.
Data Warning
Atp1.2 design calculations
result in itself the standards
compliance checking thanks
to the user as seen in the
home account, accept section,
the entered value of the
standard of compliance with
the "to approve" or "to
deprecate" warning with a
warning and values tailored to
the size of the optimum value
in keeps. thereby increasing
the costs would have
prevented.'s "to deprecate"
red warning of "to approve"
allow it to become

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Transport Distances
Atp1.2 design calculations as a
result of discovery and the cost
of the best values out for
Design on the facility is located
in the region, transport
distance of the user-entered by
allows. Thus, Discovery, and
Quantity of the regional values,
compliance would have
achieved. Transport distances
button is clicked the side forms
are present. In this form the
desired distance "km" is
entered as a provincial bank
accounts of all shipping is
calculated according to the
transportation formula
Estimating Unit Basis
As a result of design calculations
Atp1.2 Discovery 'i is determined
automatically. If you plant the
unit, each of the separate
discoveries values to see if the
unit-based Discovery button is
clicked. In this section, all the
units the discovery of the values
are also requested the unit next
to the button is clicked, this unit
the sum of their care facilities
are. This user wants to add or
remove the unit would have to
show results.
Currency
Atp1.2 Mechanical Equipment
that automatically determines
the price, this price "$" because
it is based, and discovery "TL" is
removed as a current "$" price is
necessary to enter. If you have
Internet access by this Atp1.2 he
received the Central Bank
exchange rate, or if the user
wants, "Currency" button and
then set their own wants to
build

8
Print
To print "print" button is clicked
and the desired profile will be
printed when saved.
Photos
The pictures on your computer
section, "jpeg" extension buttons
can be used to achieve
Save To
Save your file to be used for button

9
Static-Concrete Accounts
Atp1.2 Static-reinforced concrete accounts
of all units is done automatically. In this
section, all units and buildings of the
vertical and earthquake loading on the
concrete section and the carrier element
calculations TS500 concrete design and
construction of Rules 2000 and the
earthquake will take place in Building
Rights in the regulation of conduct in 2007
mainly taken. ITU also rectangular and
circular cross section with a water tank
used method Account. Rectangles, and the
full and free download pool Dairesl against
Section curtain accounts, basic accounts
Atp1.2 Building Static Concrete
Calculator their TS500
Standards Earthquake
Investigation were made and
each building separate account
performs. The user in this
section only to use the BA
concrete type, BA Steel type
and soil factor of safety-
related form specific
coefficient choose to enter will
be enough.

10
Hydraulic Profile
Atp1.2 to AutoCAD Program Design to his plant's hydraulic profile calculations and hydraulic profile
out. It's only in the homepage the hydraulic jeans section last Settling around the geographic level
of the entering is enough. This level according to the hydraulic calculations to automate the entire
unit, the water level ' s are determined, and hydraulic flow profile is produced.
All units are also used in hydraulic
profile that mechanical equipment
has equipment, technical sheets.

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Wastewater Treatment Plant Size
ATP-1.2 Wastewater Treatment Plant
Design calculations classical activated
sludge system, according to the make and
resizes. Wastewater input values and
Design Account acceptances after
Treatment Plant forming units of B (width),
L (length), H (height) and D (diameter)
values Wastewater Treatment Plant Sizes
table is located. In this table all the
structures of most, length, height,
diameter and quantity available as well as
all the facilities needed for the area will be
identified. Optionally, the process Trickling
Filter Sludge Digestion pool design
accounts in will be made, but the total area
Sizing
System during the data entry process is the
most economical and will save the values
you enter will be needed to make warning.
This routing results required in the
calculations done WWTP forming unit size
automatically belirliyecektir. Dimensions
and be certain that the results of the ATP-
1.2 Treatment concrete accounts, small
construction feature automatically
hesaplıyarak, construction, exploration,
mechanical equipment selection by
mechanical discovery, pipe and pump
selection by making Tubing discovery and
finally the power sections made
calculations to explore the Electrical and
Instrumentation Department of Public
Works Price, Value and Single Value based
ATP-1.2 with very complex and large
projects account and planning can easily
do. ATP-1.2 in the planning of the basic
automatic section selection account is
based and specifications depending on the
will happen. Planning during the ATP-1.2
many different automated technical parts
of uses. Process accounts; According to the
specifications of effluent entering the
water values and taking into account the
size of the system automatically makes.
Which accounts are made for the size of
the specification against which the
warning is displayed on the home page.
ATP-1.2 generated by the size or the size entered by the user
according to the AutoCAD drawing in AutoCAD transfer button on
this page to create Clicking be transferred to the page size is drawn.

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Estimating Wastewater Treatment Plants
ATP-1.2 fully in an automated way
process calculations as a result of
certain of the size according to the
facility's concrete calculations,
small construction jobs, quantity
and, mechanical and piping sections
and Quantity of Electric Cable,
Transformer, Panel Section and
Area by removing Estimating ready.
Reconnaissance construction
update Bay.Bak exposure according
to the mechanical equipment on the
basis of current equipment prices, $
converted to £, the piping and pump
according to current market prices
and Bay.Bak exposure, the current
TEK Instruments Electrical and
price estimating is prepared
Estimating Benefits
ATP-1. 2 definitive account level
close to the calculation with the
material requirements of the list
occurs, the material cost of the real
figures are much closer to occur for
the purpose of users will be offered
the number of current market
conditions, according to provide.
Cost According to the profit margin
allows you to choose. Employer and
bilateral talks According to data
from different wastewater
treatment plants olbileceği
questions about how to price your
answer you can give .. Laptop will
be as close as a few keystrokes to
save time is ... .. Treatment Plant
with the normal conditions of the
tender dossier preparation and
determination of the amount of
discovery. Will be seven days. ATP-
1. 2 if there will be five minutes in
front of you discovered Then he
Experience Will Win
ATP-1.2 Wastewater Treatment Plant Design
for the needs of his many years of experience
developed fully formed as a result of the
transfer is the first design program. From your
business planning, bid preparation of your file,
you will make the cost of construction of
treatment plants to know the real figures that
meets all your needs ..

13
Wastewater Treatment Plant Final Total
Discovery on the one hand, the cost of other .. $ Basis, how much profit or how much more can be
subtracted you can instantly ...!
Discovery
Amount
Prepared
discovery page
taken from the
plant's Works
Unit Price and
issued bid is the
price. Cost
Amount
construction
material costs,
labor costs,
transportation,
Mechanical
Equipment and
installation
costs, piping
and pump
installation
materials and
installation
costs, electrical
and
instrumentation
equipment and
installation cost
covers. Amount
of Amount of
Cost of snow
Days of
construction
completion for
the time Month
Day of the
Month was
translated into
the state.
Construction
Area Sizing page
specified in the
total
construction
area m² Person
/ Cost / $ $
Some in the per
capita discovery
volume and cost
amount .. Flow
System into
Wastewater
Flow cum / h
Total Treatment
Plant
Exploration and
cost totals £
Total $
Treatment Plant
Exploration and
Cost Total of $
PAGE FİNAL TOTAL Wastewater Treatment Plant Costs are the best you can track the status page.
Main Page entered the project value as a result, profit and loss status, USA, $ basis price of% in the
rate of profit the amount of construction, your building your time that you answer every question on
this page instantly find, have the ability to be able to. ATP-1.2 saves you time, as well as your plant
allows you to see real and true costs, with a few elements to create your own things and allows you
to make as true.

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General Layaout Of Wastewater Treatment Plants
ATP-1.2 was identified as a result of the construction process of account size is transferred to the plan
page. In this page layout of the facility, the unit of the field, the flow chart and the construction will
have the opportunity to see the total area.
ATP-1.2 System Active Classic sludge or extended aeration activated sludge system, according to the
system makes the solution. Log in sand taken from the grid holder, waste water from the coarse and
fine sieves by passing free of coarse particles is provided. After the wastewater is contained grid-based
minerals, weathering of the material was kept and easy to sand down the holder unit can be built. After
the pre-sedimentation tank, the water heavier particles of the gravitational acceleration and downward
settling preliminary sedimentation tank comes. Rectangular or circular, as are designed preamble, the
precipitation zone, mud area and output area are available. Oxygen supplements are made with floating
aerators are removed the mud from the mud tank. Distribution of the sedimentation tank with
submersible pumps are enclosed structure, was built here and the Activated Sludge Process for
Biological Treatment of the pool is transferred to the air. Activated sludge process, microorganisms use
oxygen as organic matter decomposition developed primarily by utilizing an aerobic biological
treatment system. F / M ratio, hydraulic retention time, oxygen requirement can be made automatic
calculations are sized swimming pool, air-conditioning system as capacity blower and diffuser system
according to calculations by making the selection is done automatically. Back up and transfer rate of
the sludge in the system are determined. The next step of the last settling ponds, the pool of
microorganisms (sludge) as a complete biological and sedimentary processes in a way was cleared to
leave the water will be provided. The settled sludge back to the era of biological sludge level is sent as
a cleaned wastewater will drain from the sediment pool. Type are designed as a circular pool. from top

15
to bottom sediments in the foam and filling the reservoir allowing the mud 0.03 cycles / min speed mud
scrapers are mounted. Drain end of the sedimentation tank in the water chlorinated pool is subjected to
disinfection. The chemicals used in disinfection with chlorine disinfection is the most common.
Thickening of Sewage Sludge Sludge is designed to eliminated. Concentrators is the first unit of sludge
disposal unit. So that other units will be active in terms of volume depletion. With this unit gravity
sedimentation of clay or light clay to face with some of the contributions is based. Circular is intended.
Centrally driven and scrapers are mounted condenser. drain water from the sludge is removed from the
upper left. As an optional pool accounts in sludge digestion for sludge stabilization is done
automatically. Belt filters are designed to be done with sludge dewatering. sludge dewatering process,
almost always a component of the mud conditions. Chemically conditioned sludge spread on the moving
belt passing sıkıştırlarak plant is removed from the rolls.
P&I Diagram Of Wastewater Treatments Plants
ATP-1.2 Pool and Flow cross-section diagram of the facility will be used automatically as pipe diameter
and length is shown on page.
ATP-1.2 P & I diagrams in extemporaneous pipes, pumps sections account in accordance with the pipe
diameter and type of the unit and the connection between the plan is drawn. P & I diagrams also the
unit between the pipes mesafelerinide see the possibilities you can have. The pipe diameter and the
amount shown here, are used to account for the cost of piping and pumps.
Visual Analysis
The best part of the system that you have entered the Home as a result of wastewater for immediate
cross-section consisting of P & I. Have the possibility to see in your diagram. As a result of this analysis
for the cross-section and may have the opportunity to review.

16
Wastewater Treatment Plant Costs
Pumping
Wastewater and sludge flow into
the system which according to the
values calculated by the ATP-1.2 is
automatically selected.
Submersible, horizontal shaft
centrifugal sludge pumps, drainage
pumps to determine the amount
and type of cals.
Fast Solutions
. ATP-1.2 by analyzing your needs
best, fastest way to bring your
program is the Wastewater
Treatment Design
Construction material costs
ATP-1.2 calculation process unit as a result of
the rough construction of a certain size
Excavation Concrete + mold + Iron +
automatically detects the amount and the
current material prices and the price. Likewise,
thin construction materials metrajıda
automatically be updated material prices and
priced. User requested updated material prices
relevant section is to enter. The home page is
entered Wastewater Values neticeside how
much cement, how much iron and how the tiles
with sealing tape to use the instant opportunity
to have a can ..
Construction labor costs
ATP-1.2 with the mold, iron, concrete
labor and opportunity to have the
labor-date rates to the appropriate
section to enter is enough. Similarly,
thin construction worker the amount
and the amount of visual possibilities
are available. Rough construction
labor cost and fine construction labor
costs separately issued is.

17
Manufacture Of Mechanical Wastewater Treatment Plants
Transportations
ATP-1.2 Wastewater Plant Design
Program during the construction cost
of shipping the materials you need to
do to make their account information
you are presented to users.
Mekhanical Equipment
ATP-1.2 Wastewater Design Program Facility unit basis, you should use all the equipment to calculate
automatically, and kW, diameter, Q Flow, değerlerinide shows. Price certifications automatically as
the market price of $ on the basis of the evaluation of ATP-1.2 by the automatic yapılır.kullanıcı only
the main page update Enter $ value is sufficient. Moreover, mechanical equipment, the prices given a
coefficient multiplied by the diminution or decrease if requested, "Coefficient" button for the desired
coefficient by entering all the equipments rates available request will be adjusted to. If the
mechanical equipment prices some of the price change if desired, changing thinking of the
equipment next to "BF" button Clicking only that the equipment price change. In addition to the
Mechanical Equipment section if you want to add new equipment, "Y.E" Button is clicked and the
form comes up when you enter the requested equipment specifications and prices are

18
Wastewater Treatment Plant Electrical Instrument Manufacturing
Electrical Equipment
ATP-1.2 Wastewater Design Program Facility unit basis, you should use all the power-Instrument
equipment to calculate automatically, and hp, m, capacity değerlerinide shows. Price certifications.
User's unit price section enters into the Bay-see and TEDAŞ rates also Mechanical Equipment section,
a new If you want to add equipment, "EY" Button is clicked and the form comes up when you enter
the requested equipment specifications and prices are

19
130 M3/H
1
SIRA EKİP.NO
TOPLAM KW/ADET TOP.GÜÇ DEVREDEKİ
1 H-102 1 1,10 1,10 1,10
2 Z-102 1 0,55 0,55 0,55
3 P-103/A 1 0,75 0,75 0,75
4 F-103 1 1,50 1,50 1,50
5 Z-105 1 2,20 2,20 2,20
6 P-104 3 22,00 66,00 44,00
7 P-104/1 1 0,75 0,75 0,75
8 Z-104 1 1,10 1,10 0,55
9 B-AP 1 4,33 4,33 3,03
10 LT 102 1 0,05 0,05 0,05
11 FT 102 1 0,05 0,05 0,05
12 L1 1 0,54 0,54 0,27
13 L3 1 0,30 0,30 0,15
14 YR 104/1 1 2,00 2,00 0,00
81,22
54,95
1
0,5
TOPLAM KURULU GÜÇ (kW)
1
1
1
2
İŞLETME GÜCÜ (kW)
0,7
1
1
0,5
0,5
DEBİMETRE
AYDINLATMA 220 V
PRİZ
YEDEK
DRENAJ POMPASI
MONORAY VİNÇ
DIŞ AYDINLATMA
SEVİYE ÖLÇÜM LT 104
KUM TUTUCU POMPASI
KUM TUTUCU KÖPRÜSÜ
KUM AYIRICI
GİRİŞ POMPALARI
DEVREDEKİ
ANMA GÜCÜ
MEKANİK TEMİZLEMELİ İNCE IZGARA
BANT KONVEYÖR
1
1
PANO YERİ
BSLNCK ÜNİT
EKİPMAN ADI MİKTAR ADET
ÖN ARITMA BÖLÜMÜ
İNCE IZGARA TERFİ POMPALARI
ADET
ELEKTRİK GÜÇ HESAPLARI
TESİS ADI
PANO İSMİ
BESLEN.PANO
YENİ KARPUZLU ATIKSU ARITMA TESİSİ
MCC 1
AG PANOSU
NO KABLO NO POZ NO MOTOR YOL MESAFE KABLO MOTOR DÜZ.
GÜÇ KW VERME MT CİNSİ ANMA FAK.
1 AG PANOSU P1 AG PANOSU 350,00 1 TRAFO AG PANOSU 50,00 NYY-J 1 530,3025 1
2 AG PANOSU P1 AG PANOSU 300,00 1 GENERATÖR AG PANOSU 10,00 NYY-J 1 454,55 1
3 MCC 1 MCC 1 54,95 1 AG PANOSU MCC 1 29,50 NYY-J 0,8 104,07 0,85
7 H-102 H-102 1,10 1 MCC 1 H-102 25,00 NYY-J 0,8 2,08 0,85
8 Z-102 Z-102 0,55 1 MCC 1 Z-102 25,00 NYY-J 0,8 1,04 0,85
9 P-103/A P-103/A 0,75 1 MCC 1 P-103/A 20,00 NYY-J 0,8 1,42 0,85
10 F-103 F-103 1,50 1 MCC 1 F-103 20,00 NYY-J 0,8 2,84 0,85
11 Z-105 Z-105 2,20 1 MCC 1 Z-105 25,00 NYY-J 0,8 4,17 0,85
12 P-104 P-104 22,00 2 MCC 1 P-104 5,00 NYY-J 0,8 41,67 0,85
13 P-104 P-104 22,00 2 MCC 1 P-104 5,00 NYY-J 0,8 41,67 0,85
14 P-104 P-104 22,00 2 MCC 1 P-104 5,00 NYY-J 0,8 41,67 0,85
15 P-104/1 P-104/1 0,75 1 MCC 1 P-104/1 5,00 NYY-J 0,8 1,42 0,85
16 Z-104 Z-104 1,10 1 MCC 1 Z-104 5,00 NYY-J 0,8 2,08 0,85
17 B-AP B-AP 4,33 1 MCC 1 B-AP 60,00 NYM 0,8 8,20 0,85
18 LT 102 LT 102 0,05 1 MCC 1 LT 102 10,00 NYY-J 0,8 0,09 0,85
19 FT 102 FT 102 0,05 1 MCC 1 FT 102 10,00 NYY-J 0,8 0,09 0,85
20 L1 L1 0,54 1 MCC 1 L1 4,00 NYM 0,8 1,02 0,85
21 L3 L3 0,30 1 MCC 1 L3 4,00 NYM 0,8 0,57 0,85
22 F 105 F 105 15,00 2 MCC 2 F 105 25,00 NYY-J 0,8 28,41 0,85
23 F 107 F 107 11,00 1 MCC 2 F 107 76,78 NYY-J 0,8 20,83 0,85
24 F 109 F 109 0,37 1 MCC 2 F 109 39,20 NYY-J 0,8 0,70 0,85
25 P 111 P 111 0,75 1 MCC 2 P 111 15,00 NYY-J 0,8 1,42 0,85
26 L1 L1 0,42 1 MCC 2 L1 3,00 NYM 0,8 0,80 0,85
27 L2 L2 0,30 1 MCC 2 L2 3,00 NYM 0,8 0,57 0,85
28 AE 107/1 AE 107/1 0,10 1 MCC 2 AE 107/1 30,31 NYY-J 0,8 0,19 0,85
29 AE 107/2 AE 107/2 0,10 1 MCC 2 AE 107/2 34,35 NYY-J 0,8 0,19 0,85
30 P 103 P 103 5,50 1 MCC 2 P 103 25,00 NYY-J 0,8 10,42 0,85
31 P-110/1 P-110/1 22,00 2 MCC 3 P-110/1 5,00 NYY-J 0,8 41,67 0,85
32 P-110/1 P-110/1 22,00 2 MCC 3 P-110/1 5,00 NYY-J 0,8 41,67 0,85
33 P-110/1 P-110/1 22,00 2 MCC 3 P-110/1 5,00 NYY-J 0,8 41,67 0,85
34 P-110/2 P-110/2 5,50 1 MCC 3 P-110/2 5,00 NYY-J 0,8 10,42 0,85
35 P-110/2 P-110/2 5,50 1 MCC 3 P-110/2 5,00 NYY-J 0,8 10,42 0,85
36 P-110/3 P-110/3 0,75 1 MCC 3 P-110/3 5,00 NYY-J 0,8 1,42 0,85
37 I-AP I-AP 21,76 1 MCC 3 I-AP 19,80 NYY-J 0,8 41,21 0,85
38 L1 L1 0,54 1 MCC 3 L1 3,00 NYM 0,8 1,02 0,85
39 L2 L2 0,40 1 MCC 3 L2 3,00 NYM 0,8 0,76 0,85
40 L3 L3 0,30 1 MCC 3 L3 3,00 NYM 0,8 0,57 0,85
41 LT110 LT110 0,05 1 MCC 3 LT110 10,00 NYY-J 0,8 0,09 0,85
42 F 112/1 F 112/1 0,55 1 MCC 4 F 112/1 10,00 NYY-J 0,8 1,04 0,85
43 T 112 T 112 0,55 1 MCC 4 T 112 10,00 NYY-J 0,8 1,04 0,85
44 F 112/2 F 112/2 0,18 1 MCC 4 F 112/2 10,00 NYY-J 0,8 0,34 0,85
45 P 112 P 112 0,18 1 MCC 4 P 112 10,00 NYY-J 0,8 0,34 0,85
46 Z 112 Z 112 0,55 1 MCC 4 Z 112 10,00 NYY-J 0,8 1,04 0,85
47 Z 112/1 Z 112/1 2,05 1 MCC 4 Z 112/1 10,00 NYY-J 0,8 3,88 0,85
48 C 112 C 112 0,55 1 MCC 4 C 112 10,00 NYY-J 0,8 1,04 0,85
49 P 112/2 P 112/2 5,50 1 MCC 4 P 112/2 10,00 NYY-J 0,8 10,42 0,85
50 F 114 F 114 0,37 1 MCC 4 F 114 34,35 NYY-J 0,8 0,70 0,85
51 P 114 P 114 18,50 2 MCC 4 P 114 30,31 NYY-J 0,8 35,04 0,85
52 L1 L1 0,62 1 MCC 4 L1 3,00 NYM 0,8 1,17 0,85
MOTOR İSMİ
NERDEN NEREYE
MEKANİK TEMİZLEMELİ İNCE
KABLO
KESİTİ COS
2(3x150/70)
2(3x150/70)
3x25
3x25
3x50+25
3x16
4x1,5
4x1,5
4x1,5
4x1,5
4x2,5
4x10
4x10
4x10
4x1,5
4x1,5
4x2,5
4x1,5
4x1,5
4x1,5
4x1,5
4x4
4x4
4x1,5
4x1,5
4x1,5
4x1,5
4x1,5
4x1,5
4x2,5
4x10
4x10
4x10
4x2,5
4x2,5
4x1,5
4x10
4x1,5
4x1,5
4x1,5
4x1,5
4x1,5
4x1,5
4x1,5
4x1,5
4x1,5
4x2,5
4x1,5
4x2,5
4x1,5
4x4
4x1,5
KUVVET KABLO HESAPLARI
TRAFO
GENERATÖR
MCC 1 PANO BESLEMESİ
BANT KONVEYÖR
KUM TUTUCU POMPASI
KUM TUTUCU KÖPRÜSÜ
KUM AYIRICI
GİRİŞ POMPALARI
GİRİŞ POMPALARI
GİRİŞ POMPALARI
DRENAJ POMPASI
MONORAY VİNÇ
DIŞ AYDINLATMA
DEBİMETRE
AYDINLATMA 220 V
PRİZ
DUBALI AERATÖR KARIŞTIRIC
BLOWER SİSTEMİ
SIYIRICILAR
DRENAJ POMPASI
AYDINLATMA 220 V
PRİZ
OKSİJEN ÖLÇÜM BESLEME
OKSİJEN ÖLÇÜM BESLEME
ÖNÇÖKELTME DALGIÇ POMP
GERİ DEVİR POMPALARI
FAZLA ÇAMUR POMPALARI
FAZLA ÇAMUR POMPALARI
DRENAJ POMPASI
İDARE BİNA PANO BESLEME
AYDINLATMA 220 V
AYDINLATMA 220 V
PRİZ
STATİK MİKSER
BELT FİLTRE
POLİELEKTROLİT HAZ. KARIŞ
POLİELEKTROLİT DOZ. POMP
BANT KONVEYÖR
MONORAY VİNÇ
KOMPRESÖR
HİDROFOR
YOĞUNLAŞTIRCI
YOĞUN ÇAMUR POMPASI
AYDINLATMA 220 V
Electrical Instrument.
ATP-1.2 Waste Design Program of the
electrical power system calculations,
the total amount of energy needed to
automatically determine
Generator transformer
ATP-1.2 Wastewater Design Program
of the system that need it the
transformer capacity and
automatically determines the need
for generators.
Power Cables
ATP-1.2 Wastewater Design Program
of the system with power control
cables Instrument Information Sheet
kablove instant account automatically
by the amount of cable sections and
instruments and makes the
determination.
Control Cables
Command and Control Cable
Instrument cable account to the
relevant units of distance from the
main AKEP board considering doing
the accounts, and determine the
cross section takes place in the table

20
Wastewater Treatment Plant Electrical Instrument Costs
TOPLAM 3.867,33
GÜÇ KABLO
KUMANDA KABLO
DIŞ AYDINLATMA
ENERJİ NAKİL HATTI , TRAFO POSTASI,ENSTRUMAN,PANO,AG GÜÇ VE KUMANDO KABLO
POZ NO MİKTARIİŞİN NEVİ BİRİMİ BİRİM FİYAT TUTARI
EÖBF15 Enerji Nakil Hattı m 1
8.348,40 8.348,40
31 4 2 12 400 kVA Direğe Güç Trafosu Adet 1
39.534,75 39.534,75
13.620,63 13.620,63
4.037,85 8.075,70
EÖBF01 Debi Ölçüm Seti
EÖBF02 Seviye Ölçüm Seti Adet 2
Adet 1
EÖBF03 Oksijen Ölçer Adet 2
95,85 287,55
EÖBF04 6 Kanallı Yazıcı Adet 1
3.824,55 7.649,10
1.837,35 1.837,35
101,25 303,75
EÖBF05 Armut Tip Seviye Anahtarı
EÖBF06 Armut Tip Seviye Anahtarı Seviye Ayarlı Adet 3
Adet 3
EÖBF07 Zaman Kontrol Cihazı Tek Adet 1
7.103,70 7.103,70
EÖBF08 Zaman Kontrol Cihazı Çift Adet 1
95,85 95,85
144,45 144,45
19.920,60 19.920,60
EÖBF09 AKEP Panosu
EÖBF10 A.G.Panosu Adet 1
Adet 1
EÖBF11 MCC1 Panosu Adet 1
3.923,10 3.923,10
4.966,65 4.966,65
11.994,75 11.994,75
3.773,25 3.773,25
EÖBF13 MCC3 Panosu
Adet 1
135,72 8.143,20
M
TOPLAM 131.579,58
10,85 374,32
2(3x150/70) NYY KABLO
3x25 NYY KABLO M 34,50
M 60,00
1,612 225,68
5,62 279,88
2,42 319,65
1,096 416,70
4x2,5 NYY KABLO
4x1,5 NYY KABLO M 380,20
M 140,00
3x16 NYY KABLO M 12,12 6,88 83,41
TOPLAM 9.842,84
10,39 1.322,5630x1,5 TTR KABLO 127,29
21x1,5 TTR KABLO 138,53
2,45 49,00
10x1,5 TTR KABLO 28,29
7,34 1.016,78
3,7 104,66
1,096 54,80
7x1,5 TTR KABLO
4x1,5 NYY KABLO 50,00
20,00
0,929 50,63
0,865 332,67
0,675 290,44
TOPLAM 3.221,55
782-102 GLVNZ.KABLO RAFI KG 468,76
4,10 41,00
201-208 2'' GALVANİZLİ BORU MT 391,98
5,97 2.798,47
10,80 4.233,35
5,50 266,71
204-204 50 LİK PVC BORU
204-211 110 LUK PVC BORU MT 48,49
MT 10,00
ÖZEL1 TOPRAK KANAL MT 78,40
TOPLAM 13.172,31
ÖZEL2 BETON KANAL MT 60,62
11,00 862,35
82,00 4.970,43
94,94 372,145 6 3 1 AD1 8/1 GLVNZ AYDINLATMA DİREĞİ ADET 4
5 6 3 2 AD1 8/2 GLVNZ AYDINLATMA DİREĞİ ADET 2
4,36 49,64
20 4 CİVA BUHARLI ARMATÜR ADET 11
105,03 258,90
58,66 667,83
15,02 631,24
20 6 CİVA BUHARLI AMPÜL
32 1 1 2x2,5 NYY KABLO TOPRAĞA GÖMME MT 42,03
ADET 11
3,39 138,19
15,43 498,82
15,64 676,25
3,39 58,91
32 1 4 3x2,5 DİREK ÇIKIŞLARI
32 12 1 3x2,5 NYY KABLO KANALDA MT 17,38
ADET 41
32 12 2 4x2,5 NYY KABLO KANALDA MT 11,72
8,40 95,63
32 12 3 1x4 NYY KABLO KANALDA MT 129,31
3,60 42,19
2,92 377,59
30 2 1 TOPRAKLAMA LEVHASI ADET 11
Electricity Cost:
ATP-1.2 Wastewater Design
Program of the facility in need
of transformers, generators,
panels, power and control
cables, Instruments cost
specified in the pricing makes.
This page will be used in the
materials the total list, as is
also the only unit prices,
current Cable and instrument
pricing using The discovery will
be removed.
Instrument Costs:
Again, calculations
automatically configure the
system's instrument list and
pricing in this table is located
see, the ATP-1.2 employers,
contractors, engineers of
friends needed a treatment
system must be calculated each
unit and the material
automatically calculated
against the offer to observe are
.. The rest your job is not to
know.
New Electric Equipment:
ATP-1.2 Electrical Equipment section if you want to add new equipment, "EY" Button is clicked and the
form comes up when you enter the requested equipment specifications and prices are

21
Piping and Plumbing:
ATP-1.2 program, Water Treatment Plant design calculations purification unit lines and other details are
settled, then along the pipeline friction and treatment units in the losses taken into account the pipe and
hydraulic calculations performed by the unit between the pipe diameters and lengths are determined.
Adding new pipeline:
ATP-1.2 program automatically accounts, as did all the pipeline in addition to be added by the user
has the ability to enter new lines.

22
Wastewater Treatment Plant Unit Prices
Ministry of Public Works of the exposure unit price pages, ONE has a bra and pose EÖBF user changing
prices each year is enough to enter this page.
Design Calculations:
Design calculations of the ATP-1.2 program. Wastewater Treatment Plant project, according to bank
standards and provinces does all the calculations. This process design, hydraulic, Department of
Electrical and Instrument ACCOUNTS accounts have the opportunity to see and it is getting out.
Material and labor prices:
current material and labor prices are entered
in this section.

23
AutoCAD Drawing:
ATP-1.2 with the program design has been completed the unit the size of the final you've Dimensions
section in the size of the AutoCAD drawing page onto the button and all sizes will be transferred and
the draw is the syfasından all unit plans and sections of AutoCAD automatically, and scale drawings
are made.
AutoCAD Drawing is a page :
ATP-1.2 program and the size department
AutoCAD's draw page, and transferred to the
size of the relevant page in the drawing to
be desired section next to the draw is the
button is clicked next to the appropriate unit
coordinate page revenue. Here is drawn
from AutoCAD asks for the user when the x
coordinate since the mouse approximately
10-15 seconds if you press the X button after
the waiting period occurs in the lower right
corner of the AutoCAD files with Emblem. by
passing the required examinations will be
made to this file.

24
AutoCAD Drawing:
ATP-1.2 program, plan drawings of the unit 1 / 100 scale, AutoCAD will automatically draw.

25
Environmental Engineers, Civil Engineers, Mechanical and Electrical Engineers, Contractors and
sub-contractors for Water Treatment Plant Wastewater Treatment Plant Design 1.2 ATP, a great
convenience which allows the program are to help. Sincerely,
Civil Engineer Hasan GÖRKEY

26
AAAtttppp111...222 vvviiidddeeeooo ppprrreeesssaaannntttaaatttiiiooonnn
YouTube : https://youtu.be/9ZQwXOgyuvE
CCCooommmmmmuuunnniiicccaaatttiiiooonnn
ATP 1.2 Wastewater Treatment Plant design software to get the following e-mail or phone
contact can be established.
Computer Assisted Programs
e-mail : atp1demo@hotmail.com
e-mail : hgky@hotmail.com
www.atptoautocad.com
GSM :+90 532 2682323

Atp1.2 to AutoCAD Wastewater Treatment Plant Design Program

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