Information about the project can be entered into the system by the project author. However, updates can be made by the person who approved the project. The status of the project can be followed from your mobile phone. Username and password are given at hakan6n@gmail.com.
1- Panel-Inverter Compatibility Calculations
2- Voltage Drop Loss Calculations
3-DC-AC Cable Section, Fuse, Switch, Busbar, Current Transformer, Surge Arrester Selection Calculations
4-Single Line Project Drawing
4-File Document Control

Technical data of the Solar Panel is entered.

Technical data of the inverter is entered

 

Technical data of the project is entered.

File checking is in progress

The project manager is selected. Only the project manager can update the information

Project control operations are performed by pressing the Calculate button.

You can search for projects from here.

By pressing the Calculate button, the following checks are made and a check mark is placed if appropriate.

A cross mark is placed because the missing files are not completed.

Account details are displayed by clicking the buttons.

The project draft is drawn on the single line diagram and fuses, switches, surge arresters, current transformers, busbars, sections and relays are selected.

 

 

   The approximate short circuit current of the 1600 kVA transformer is taken as 38,000 A, and cross-section calculations are made according to the selected grounding material.
 - If the transformer is inside the building, it warns about the maximum temperature that should be taken according to the grounding material used.

 

 

 

 

 

 

 In Tension calculations, wind load is not taken into account when the conductor wire is icy. It is obvious that wind will blow even in icy conditions. Here, the force is calculated by assuming 100% wind load on the conductor with Pbw. The total traction force on the conductor was calculated with Pnw. This force should be taken into account to prevent pole collapse, especially in places where winter conditions are harsh.
Images of the program

 

 

 

 

 

 

In LV Networks, the traction forces of Alpek Cables are taken as HIGH, so HEAVY POLE  are selected in the project calculations. This increases the facility costs. There are no Tension Calculations for Alpek Cables. Tension Calculations for these Conductors are Given. It is obvious that wind will blow even in icy conditions. Here, the force is calculated by assuming 100% wind load on the conductor with Pbw. The total Tension force on the conductor was calculated with Pnw. This force should be taken into account to prevent pole collapse, especially in places where winter conditions are harsh. 

 

 

 

 

 

 

1-LV Copper or Aluminum XLPE cable can be selected in the program. (Aluminum AG cable is not currently used.)
2-Calculations are made automatically based on cable impedance values. If desired, you can choose from the radio buttons; Calculations can be renewed according to the conductivity coefficients of 56 for copper and 35 for aluminum.
3- In BOX diversity calculation is done automatically. If desired, diversity can be adjusted by selecting Manual Diversity from the check box.
4-Residential subscribers were taken into account in the calculations and included in the calculations as Cos φ = 0.86. If desired, the calculations can be renewed by changing the Cos φ value.
5-The program calculates the active and reactive voltage drops separately according to Cos φ, and the total voltage drop is given in the red striped section. The program automatically finds the arm with the highest voltage drop.

 

 

 

 

Transformer Column Cable Calculation, Underground Cable Selection Calculations Made for Aluminum and Copper Cables.
In our transformer and DM buildings, it is seen that transformer copper column cables and copper grounding conductors are stolen due to theft. These problems will be prevented if the Column Cables are selected as Aluminum and the grounding conductor is selected as a steel braided conductor (the part that does not enter the soil can be laid in Aluminum).
1-According to transformer powers, LV Column cable cross-sections and numbers are calculated for Copper or Aluminum cables according to XLPE and PVC cable types. (Aluminium LV cable is not currently used.) Column cable cross-sections must be corrected for some transformer powers during project approvals.
a) In the project approval of the 1250 kVA transformer, the column cable cross-section appears incorrectly as 4x240. It should be corrected to 5x240.
b) In the project approval of the 1000 kVA transformer, the column cable cross-section appears incorrectly as 4x185. It should be corrected to 4x240.
c) In the project approval of the 800 kVA transformer, the column cable cross-section appears incorrectly as 3x185. It should be corrected to 3x240.

  

2-Neutral grounding in transformers was applied as 20 mt 1x50, but it has been changed to 1xColumn Cable Section. Here, the neutral grounding conductor cross-section calculation, which should be according to the Transformer Power, is made for Copper, Aluminum and Steel. Aluminum can be used as a grounding bar inside the building, but Copper or Steel Braided can be used in the ground. In field acceptance, it is seen that the transformer building protection grounding was done incorrectly with only 1x95 galvanized steel braided wire. This should be noted.

4- Considering the possibility of transformer power increase in the future, it would be appropriate to make grounding cross-section calculations according to the maximum power that can be placed in the transformer building. For pole type transformers, it would be appropriate to install them according to 400 kVA.
5-In our facilities, the cross-section of the protection grounding must be equal to or larger than the neutral conductor cross-section.
6-Cable heating controls are made according to Channel Depth, Soil Type, Soil Temperature, and the cable cross-sections required according to the entered power value are made for XLPE Copper and Aluminum. According to the cable impedance values ​​or by selecting from the radio button; Calculations can be renewed according to the conductivity coefficients of 56 for copper and 35 for aluminum.
a) It would be appropriate to choose the wet type in coastal areas. It would be appropriate to choose the extremely wet type for the Black Sea Region.
b) In underground cable cross-section calculations, the channel depth should be selected in accordance with the project.

 

 

 

 

FOUNDATION MESH GROUNDING in Transformer Centers and Distribution Centers must be designed according to the allowable step voltage and contact voltage. The calculations are made for a 70 kg personnel who will work here. (In addition, calculations are given for a 50 kg human body. The following information must be entered for the calculations.
1-The soil resistance of the place where the foundation grounding will be done should be measured and this value should be entered into the system.
2-The type of conductor to be used in foundation grounding must be selected from the menu.
3-When the short circuit current magnitude that may occur in the system is entered, the cross-section of the conductor to be used in foundation (network) grounding is calculated.
4-The size of the area to be grounded must be entered in terms of width and length.
5- By entering (changing) the distance between parallel conductors to be used in Foundation Grounding (eye, cell dimensions), the program checks whether the calculated step and contact voltages are appropriate. Foundation (network) grounding Project should be drawn according to this appropriate value. The program is available in the Foundation (network) grounding section of the Technical Calculations Menu.

 

 

 

 

Calculations have been made for the grounding materials used in electrical installations such as grounding stakes (angle brackets), rods, strips and plates.
1-The soil resistance of the place to be grounded must be measured and the found value must be used in the formula. The 4 rods of the Soil Megger are driven into the soil at 2 or 4 m intervals and the soil resistance is measured by measuring at the soil resistance measurement level of the Soil Megger.
2-Calculations are given according to the grounding materials and shapes used.

 

 

 

 

 

Since grounding piles cannot be driven inside the building, measurements made with Megger only measure whether there is soil contact. The real value of protection and operational grounding cannot be measured. For this reason, it is not possible to understand whether the grounding resistance values ​​are within the values ​​required by the standards, and there are difficulties in the acceptance process. With the method used here, the REAL values ​​of protection and operating earth resistances can be found. Field tests were conducted and it was shown that the method used was correct. For example, if there are three transformers under the building, the measurement is made as follows.


1-First of all, the two probes that need to be connected to the grounding stakes of the megger are connected to the grounding bar on the panel. (Black and Green probes).
2-Measurement is made by connecting the Meger measurement tip (red and blue) to the neutral end of panel 1. The result is written to measurement1.
3- Measurement is made by connecting the Meger measurement tip (red and blue) to the neutral end of panel 2. The result is written to measurement2.
4-Measurement is made by connecting the Meger measurement tip (red and blue) to the neutral end of panel 3. The result is written to measurement3.
5-The two probes that need to be connected to the grounding stakes of the megger are to the neutral of panel 1 (Black and Green probes). Measurement is made by connecting the Meger measurement tip to the neutral end of panel 2. The result is written to measurement4.
6- By pressing the Calculate button, the common protection grounding and operating grounding values ​​of panel 1, panel 2 and panel 3 are found and checked whether they comply with the standards.

Measurements can be made by clicking on the Grounding Values ​​Measurement Inside the Building tab in the Technical Calculations Menu.

 

 

 

 

 

 

 

It is extremely important to make correct Tn tension calculations according to the asum of ice load zones for each conductor used in Power Distribution Line calculations. In project approvals, Tn tension calculations are made for 9 situations related to the asum for maximum tension, deflection and oscillation calculations. ERRORS have been detected in the tension forces released depending on the asum according to the ice load areas of the line. For example, in the 4-circuit project with pigeon concrete poles, the Tn tension force at asum=150m for minimum temperature was erroneously published as 198.22. However, this value should be 498.23 (Approximately 2.51 times). These published tables of the conductors used in distribution line must be recalculated and published in order to carry out the project control and approval procedures properly

 

In the Distribution line calculations, in the 8.condition control, the tension calculation is given at the maximum ambient temperature of the ice load region. However, at maximum load, the line temperature will heat up due to the current and the temperature of the line will rise above the ambient temperature. Therefore, the conductor may flesh further due to overheating and violate the safety distances. Especially when Renewable energy (Solar, wind) power plants operate at full load, the maximum temperature of the conductor can reach 70-80 0C. Safety distances should be checked with the flesh  for 70 0C in the prepared flesh templates. It is generally observed that the wires have excessive runout at the beginning of the line in swallow distribution line operating at full capacity.

It is seen that the flesh temple values ​​in the ENH Project calculations are calculated high. Even if the pole types are selected correctly in the distribution line  project calculations, the project loses its validity if the wire drawing calculations made depending on the temperature are made incorrectly. Therefore, in -5, 100% icy conditions, the wires are stretched much more, and therefore the poles can collapse more easily because the poles are under more than normal load.

 

Pigeon Line Tension tables have been calculated and republished.

You can access the corrected tables by clicking High Voltage Distribution Line Menu  Line Tension Table Tab.

 

 

 

 

 

 

 

 

1-tension and Sag Calculations must be made by taking into account the ACTUAL WIND SPEED and TEMPERATURE during conductor installations in the field. In the program;
-Wind value is measured with Anemometer (m/sec) and entered in the relevant place in the program.
-The measured ambient temperature is entered in the relevant place in the program (0C).
-The ar value calculated between the stopper pole where the wire is pulled is entered.
-The distance between the two poles to be measured for sag is entered in the relevant place.
-After the project is selected as having iron or concrete poles, the conductor type and ice load area are selected and sag values are calculated at 1 degree intervals. Pulling tension will be more accurate if the measurement is made between the poles closest to the ar value. You can access the program by clicking on the Conductor Tension and Sag calculations in the field.

You can access the program by clicking on the Fieldwork Conductor Sag Tension Calculation Fieldwork Conductor Sag Tension Calculation in the HV Overhead Distribution Lines Menu.

2-Checking the Sag TABLE Tables Calculated in Project Approvals.
After the project is selected as Iron or Concrete pole, the Ice Load Zone is selected.
-The ar value calculated between the poles for which tension will be calculated is entered in the 1st part of the table.
-The distance between the two poles for which the Sag will be calculated is entered in the second part of the table in the Pole Span section.
-The ar calculation can be checked by entering the pole distances between the two stopper poles in Table 1.
-Table 2 shows the tension and Sag values calculated depending on the ar between two poles. The accuracy of the values in the project is checked.

You can access the program by clicking on the Fieldwork Conductor Sag Tension Calculation Project Conductor Sag Table in the HV Overhead Distribution Lines Menu.

3-Calculation of Conductor Tension Tn(aorta,Pr,Pb,0C) According to Ice Load Regions. (Conductor State Change Equation).
After the project is selected as Iron or Concrete pole, the Ice Load Zone is selected.
-In the first part of the table, after selecting the Pole type as Iron and Concrete, the Ice Load Zone is selected and then the ar value is entered for the tension calculation.
-In the 2nd part of the table, the tension force is calculated by selecting the Temperature value and the Load Status of the Conductor (w2).

You can access the program by clicking on State Change Equation in the HV Overhead Distribution Lines Menu.
 

 

 

 

 

 

 

 

 

                                                         

 

 

 

Mustafa Kemal Atatürk;[b] c. 1881[c] – 10 November 1938) was a Turkish field marshal, revolutionary statesman, author, and the founding father of the Republic of Turkey, serving as its first president from 1923 until his death in 1938. He undertook sweeping progressive reforms, which modernized Turkey into a secular, industrializing nation. Due to his military and political accomplishments, Atatürk is regarded as one of the most important political leaders of the 20th century.

 

We Commemorate The Founder Of Our Republic, The GREAT STATESMAN Gazi Mustafa Kemal ATATÜRK And His Comrades In Arms, Who Saved Us From Being Slaves And Devoted His Life To The Welfare And Happiness Of The Nation.

 

In the memories here, it will be seen how a great statesman who devoted his life to the welfare and happiness of the Turkish nation approached and solved the problems of his citizens, and will give an idea about his personality and nature. You can access page by clicking on the Atatürk's Memories in the Other Menu.        Memories From ATATURK.

and numerology of Atatürk Numerology From ATATURK.

 

 

 

         

 

 

 

 

 

 

 

 

                                            Just Entering The x,y,z Value:

*The a_g1 and a_g2 Weight Span of the poles are calculated. Thus by calculating the Sag  notch points correctly in the project drawings, the distances to approach the obstacles on the field will be seen with the Sag Template, and the pole lengths can be calculated accurately. In addition, the total ag (total a_gprj value in the project) value of the poles is calculated, and controls are provided by giving the Weight Span (a_g) in which the poles can be used. The Weight Span in which the poles can be used are recalculated depending on the angle of the carrier(suspension) poles.
*The value of the Rulings Span (a_r) between the stop poles (Tension, End Pole) is calculated.
*The a_w Wind Span of the poles(suspension, carrier pole) is calculated, and the Wind Span values ​​that the carrier poles(suspension)can use depending on the angle are calculated and given in parentheses.
*The deviation angle of the pole is calculated. Angle values ​​at which poles can be used are given Pole Angle Column.
*The elevation difference is calculated.
*The distances between the poles and the distance of the poles to the starting point of the line are calculated.
*When you hover the mouse over the pole images in the program, the image enlarges, which will make it easier to control pole lengths in the field.
*The calculations are renewed by selecting the Ice Load Zone and Pole Types. The program has been activated for pigeon iron poles.

You can access the program by clicking on  Calculation_g, a_w, a_r, angle and distanceate in the HV Overhead Distribution Lines Menu.

 

 

 

         

 

 

 

 

 

 

 

 

 

                                          

In Over Head Line projects, f_min curve is used to check whether the carrier(Suspension) poles are exposed to Up Lift. If the f_min curve remains above the suspension point of the conductor, it is directly exposed to Up Lift. Sometimes the f_min curve may be very close to this point. In this case, it should be checked by calculation method whether the carrier (Suspension) pole under control is exposed to Up Lift.

In this program, these calculations are made based on x, y, z coordinate values and pole Height. The program produces 3 results.

1-If  f_min > x_project, No Up Lift.
2- If f_min < x_project, there is Uplift. The carrier (suspension) pole length should be increased or chosen as a stopper(end pole). The height of the poles to the right and left of the carrier pole should be shortened if possible, or the pole before the carrier pole can be moved further to the left, if it is possible, and the pole after the carrier(suspension) pole can be moved further to the right, if it is possible, and thus saved from the Up Lift.
3- f_min - x_project≈ 0 Can Open Lines(Because it is possible for the conductor to come into contact with the cross arms.)
Even if there is no Up Lift, there is a possibility that the line may open due to the possibility of the conductor being short-circuited to the cross arms.

You can access the program by clicking on  Up Lift Control   Tab in the HV Overhead Distribution Lines Menu.

 

 

 

         

 

 

 

 

 

 

 

 

 

 

                                          

Calculations were made taking into account the HV&LV type systems conductors, critical situations and loads, and safety distances according to the typified iron and concrete poles used in 4 ice load regions in Turkey. If these calculations are not made correctly: If heavier poles are selected, facility costs will increase unnecessarily. If lighter poles are selected, defects and malfunctions may occur in the facility. In the program:

1- Tensions  are calculated according to the HV and LV conductor arrangements used in City and Village networks and the loads on the pole are calculated.
2- Poles according to their functions; In case of carrier, corner carrier, stopper, corner stopper, end, branch, distribution and transformer pole, calculations are made and pole selections are made as iron or concrete poles.

*Iron poles are poles of different sizes produced according to the ice regions of  Türkiye.

*Ice, wind loads and critical temperature values of the conductors according to the 4 ice load zones can be accessed from the  LV Overhead Line Tension tab in the Rural Network Menu.

*Tensions calculated for iron poles and concrete poles according to the conductor arrangements for the 4 ice load zones in Turkey will be published on a separate page.

 

You can access the program by clicking on  HV&LV Common Pole Selection   Tab in the Urban Network Menu.

 

 

 

         

 

 

 

 

 

 

 

 

 

 

 

                                          

Tension calculations were made for the conductor System Type used in the typical common iron and concrete poles in 4 ice load regions in Turkey. In the program:

1- Conductor Tension For Ice Load Zone : When this option is clicked, HV, LV conductors are selected according to the ice load regions and tension calculations and wind loads are calculated for common concrete and iron poles.
2- All Ice Load Zone Tension : When this option is clicked, HV, LV conductors are selected and tension calculations and wind loads for all ice load zones are calculated for common concrete and iron poles.
3- LV System Type Tension: When this option is clicked, LV conductor System Type are selected and tension calculations are made for iron and concrete joint poles according to ice load regions.
4- (HV+0.81xLV) Common Tension : When this option is clicked, HV and LV conductor System Type are selected and tension calculations are made for iron and concrete joint poles according to ice load regions.
5- (LV+1.4375xHV) Transformer Pole T.: When this option is clicked, HV and LV conductor System Type are selected and tension calculations are made for iron and concrete transformer poles according to ice load regions.
You can access the program by clicking on HV&LV Conductor System Type Tension Tab in the Urban Network Menu.

You can access the program by clicking on  HV&LV Conductor System Type Tension   Tab in the Urban Network Menu.

 

 

 

         

 

 

 

 

 

 

 

 

 

 

 

 

 

                                          

Short circuit calculations are made using the Per Unit method. Transformer, conductor parameters are entered and zero The positive sequence are calculated, three phase and phase ground short circuit calculations are made at 9 different points of the facility, all values are shown on a single line diagram. In the program;

- Power, %uk, Voltage, resistance values of transformers are entered.
-Overhead lines or underground cables and their lengths are entered,
-The entered parameters and the calculated true and zero sequence values of the impedance and short circuit currents are shown in a single line diagram.
-Short circuit calculations are given at 9 different points.
-Detailed short circuit calculations of the desired point are displayed by clicking on the relevant section.
-Peak asymmetrical current calculations are given.
-Thermal short circuit current and breaker power are calculated.

You can access the program by clicking on  Short Circuit Current Calculations   Tab in the technical calculations menu on the home page.

 

 

 

         

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

On common pole lines:
1-Selecting Ice load zone, the conductor arrangements, entering the angle values and calculation vector and its value.
2- In the program, decrease can be applied to the desired conductor according to the pole function.
3- The component forces are given in table form and as vectors in different colors, and the resultant force animation is also given.
You can access the program by clicking on  Joint Pole Vector Calculations   Tab in the rural network on the home page.

 

 

 

 

         

 

 

 

The program Select  low voltage Pole type:  wood, iron and concrete poles used in 4 ice load zone in Turkey,  according to the conductor arrangement used. The program:

1- According to the LV conductor arrangements used in city and village networks, tension is calculated, loads coming to the pole are found and wood, iron and concrete poles that can be used are selected accordingly.

2- According to the functions of the poles; separate calculations are made and pole selections are made in case of carrier, corner carrier, stopper, corner stopper, end, branch, distribution and transformer poles.

3-LV vector calculations: All possibilities can be evaluated according to the resultant force or by applying attenuation to the desired conductor arrangement according to the different conductor arrangements and angle values ​​of the poles, and pole selections can be made by determining the worst-case scenario accordingly.

4- In Turkey, the LV overhead Line type tension calculated for iron and concrete poles according to 4 ice load zone are published under the Rural Network Menu Conductor Tension For Ice Load Zone tab. 

 

You can access the page by clicking on the  LV Overhead Line Pole Selection  tab in the Rural Network  Menu on the home page.

 

 

 * The Tension of LV and HV conductors has been recalculated by taking into account critical conditions and loads, safety distances. Pole selections are made according to these newly calculated values. If these calculations are not made correctly: If heavier poles are selected, facility costs will increase unnecessarily. If lighter poles are selected, malfunctions and failures may occur in the facility. The accuracy of these newly calculated values ​​can be tested by checking the critical conditions and safety distances.