Wastewater Network Design Software

Wastewater Network Design Software

 

pissuCAD

WASTEWATER NETWORK
Drawing/Modelling/Planning/Design/Analyse Software

 

AnkiSOFT Yazılım Wastewater Network Design Software Menu
 

 

DRAWING THE NETWORK

AnkiSOFT Yazılım's wastewater (sewerage) network hydraulic design software, pissuCAD; is developed for wastewater network of infrastructure projects. It is for to draw/modelling/planning/design/analyse the wastewater network under AutoCAD or ZWCAD.

It is possible to arrange the drawing style by using STYLE MANAGER, so you can use different drawing style in different projects.

OPEN LAYER command can open all the necessary layers that the software needs.

You can define/draw/edit/delete/move manholes (MH), can change some/all properties of MHs. The software will write; MHno and the elevation for each MH on the drawing.

You can find any MH by searching the MHno, can change the location of MHno, can renumber some/all MHs from a specified number.

You can define/draw/edit/delete pipes, can change the direction of pipes, can change some/all properties of pipes. The software will write; start-invert-elevation, diameter, length, slope and end-invert-elevation for each pipe on the drawing.

You can show depths, discharge and fullness ratio of all pipes on the drawing.

You can define/draw/delete pump-station/fosseptic.

You can define/draw/delete point-discharge to any pipes.

 

CHECKING

You can check weather there is any mistake in the network model. You can find and you can correct them.

Such as; same MHnos, 1st-phase - 2nd-phase - existing pipe connections, pipe connections from/to MHs, pipes going from lower elevations to higher elevation.

 

HYDRAULIC CALCULATIONS

During design works; the Network-Drawing-Software will work together with the Hydraulic-Calculation-Software.

To do this; all the informations on the drawing will be send to calculation, the calculation software will do hydraulic calculations, then all the calculated informations will be send back to the drawing to show the final situation.

You can repeat this process, untill you reached to the situation that you want.

 

DESIGN CRITERION

You can define;
Allovable minimum elevation difference for pipes
Allowable minimum water drop head depth
Pipes can have circular cross-section or rectangular cross-section (box).
For each pipe; type-name, material (concrete, reinforced concrete, PVC, ACB, Steel, HDPE, Ribloc, ...), inner diameter, allowable minimum slope, allowable maximum slope, allowable maximum fullness ratio, design formula (Kutter, Manning, ...), "a" or "n" values (roughness ratio) for the formula.

 

DESIGN CALCULATION TABLES

Hydraulic calculations are in the form of tables and recorded in a text file.
Start MHno
End MHno
Phase number
Discharge area number
Pipe length
Unit discharge
MHno bringing water
Amounth of coming water
Q total
Start ground elevation
End ground elevation
Inner-top elevation of pipe at the start
Inner-top elevation of pipe at the end
Inner-bottom elevation of pipe at the start
Inner-bottom elevation of pipe at the end
Inner-top depth of pipe at the start
Inner-top depth of pipe at the end
Slope
Selected diameter
Fullness ratio
Capacity at %50 fullness
Velocity
Water depth
 

Next table contains; pipe lengths according to pipe diameter and phase of pipe.

The last table contains; excavation amounts according to excavation depth and phase of pipe.

 

GENERAL LAYOUT PLAN (1/5000)

The software will show collector pipes and MHs automatically. Also, you can decide for other pipes/MHs to show on general layout plan.

Then, you can prepare general layout plan in a very short time.

 

PROFILE DRAWING

Now, everything is ready after design works. So, it is easy for you to prepare the profile.

The only thing that you have to do is; to decide the phase (1st-phase/2nd-phase/existing).

After writing vertical and horizontal scale, you can prepare the profile by the use of only one command.

By the use of profile software;
You can draw profile without any length limit at one time.
The drawing-height is set to 297mm.
To be able to draw the profile within the drawing-height, referance elevations will be arranged automatically.
The informations on the profile are;
Pipe depth
Referance elevation
MHnos for connected pipes
MHno
Ground elevation
Inner-bottom elevation of pipe
Pipe length
Slope (1/a)
Pipe diameter/box sizes
There will be an empty place on the right side of the drawing for legend.
There will be a border line for the drawing, also another border line for cutting.
The output is in DXF file-type.

 

DETAILED EXCAVATION

The purpose of this software is to prepare the excavation amounts in detail for wastewater network.

It is easy for you to get the amounts, because, all the informations are ready after the design works.

You can define some general informations; excavation slope, the road pavement thicknesses (asphalt, conrete, stone, stabilized, natural).

For typical MHs; type-name, inner diameter, outer diameter, width of bottom-concrete, bottom width of excavations (sloped excavation, wooden-bracing, steel-bracing and 5 different sheet-pile-wall), the backfill thicknesses (sub-base layer, sand-base layer and bottom-concrete).

For typical pipes; pipe-class in the network (small-diameter, medium-diameter or collector), pipe-name, backfill-type-number, inner diameter, outer diameter, bottom width of excavations (sloped excavation, wooden-bracing, steel-bracing and 5 different sheet-pile-wall), the backfill thicknesses (sub-base layer, sand-base layer and top backfill layer).

 

EXCAVATION TABLES

The output table for MHs contains;
MHno
Phase
The greatest diameter of outgoing pipe.
Inner diameter of MH
Outer diameter of MH
Width of bottom-concrete 
Bottom width of excavation
Inner-bottom depth of MH
Backfill thicknesses (sub-base layer, sand-base layer and bottom-concrete)
Excavation depth
Excavation amounts depending on depths
Total excavation amount
Volume of the concrete MH
Road pavement informations (type, thickness, area and volume)
Backfill amounts (sub-base layer, sand-base layer and bottom-concrete)
Backfill type and volume
Excavation and type of bracing
The depth of bracing
The area of bracing
 
The output table for pipes contains;
Start MHno
End MHno
Phase
Pipe informations (diameter, outer diameter, bottom width of excavation and length)
Bottom width of excavation for MH
Excavation length
Inner-bottom depths at start and at end
Backfill thicknesses (sub-base layer, sand-base layer and top backfill layer)
Excavation depths at start and at end
Excavation amounts depending on depths
Total excavation amount
Pipe volume
Road pavement informations (type, thickness, area and volume)
Backfill amount (sub-base layer, sand-base layer and top backfill layer)
Backfill type and volume
Excavation and type of bracing
The depth of bracing
The area of bracing

During the excavation calculations;
if the excavation width at top is less than or equal to 1.00 m., the excavation is called as narrow-deep-excavation.
If it is greater than 1.00 m., then the excavation is called as wide-deep-excavation.

 

SUMMARY TABLES of DETAILED EXCAVATION

For MHs; excavation and bracing summaries are in the form of tables according to phase.

For MHs, at summary-total tables; excavation amounts according to depths, backfill amounts according to backfill-type, bracing amounts according support-type, road pavement amounts according to pavement-type, in the base of small-diameter, medium-diameter or collector.

For pipes; excavation and bracing summaries are in the form of tables according to phase.

For pipes, at summary-total tables; excavation amounts according to depths (for the both of narrow-deep-excavation and wide-deep-excavation), backfill amounts according to backfill-type, bracing amounts according bracing-type, road pavement amounts according to pavement-type, in the base of small-diameter, medium-diameter or collector.

For MHs+pipes; excavation, backfill and bracing summaries are in the form of tables according to phase.

For pipes;  pipe lengths at project and pipe lengths at construction are in the form of tables according to pipe diameter and phase.

 

INFORMATION TRANSFER

You can transfer easily all the network informations to another drawing/computer, or vice versa. 

 

GENERAL

There is no limit to the number of MHs and pipes.
There is no limit to the number of pipe diameters and pipe materials.
It is possible to have more than one network on the same drawing. There is no limit to the number of networks.
It is possible to define different discharge areas.
It is possible to define 1st-phase, 2nd-phase and existing pipe.
During design works; it is possible to change pipe diameter, start/end elevation of pipes.
During design works; the software can show the logical mistakes of the network to the user to correct them.
During design works; if a pipe exceeds the hydraulic/design criterion, the software informs the user.
At the end of the hydraulic calculation, software will supply excavation amounts and pipe lengths.
The software can renumber MH numbers automatically.
The software can transfer the MH informations to topographic work, and can get back those changed informations from topographic works (by using a text file).
The software can prepare the deepness-map for geological work.
All calculations are in a text file, in the form of tables. You can open, you can copy, you can print directly at any time.
You can print the above text files by using a A4-printer with the help of our software commands too.
You can use our software commands with AutoCAD or ZWCAD commands too.

 

SAMPLE DRAWINGS

Wastewater Network Layout Plan  (1/1000)Sample 1: Wastewater - Network Layout Plan (1/1000)

 

Wastewater Network Layout Plan (1/5000)Sample 2: Wastewater - Network Layout Plan (1/5000)

 

Wastewater ProfileSample 3: Wastewater - Profile

 

SAMPLE OF CALCULATION OUTPUT FILES

Sampe of Hydraulic Calculation Table

Sample of Detailed Excavation Table

Sample of Detailed Excavation Summary Table

 

 

UPGRADE HISTORY

JANUARY.2018
AutoCAD 2018 x64, ZWCAD 2018 x64
Windows7 x64, Windows8.0 x64, Windows8.1 x64, Windows10 x64
Sentinel HASP HL Pro Driverless, Sentinel-LDK_SDK_7.6 x64
 
MAY.2017
AutoCAD 2017 x64, ZWCAD+ 2015 x64
Windows7 x64, Windows8.0 x64, Windows8.1 x64, Windows10 x64
Sentinel HASP HL MaxMicro Driverless, Sentinel-LDK_SDK_7.1 x64
 
JANUARY.2015
AutoCAD 2015 x64, ZWCAD+ 2015 x64
Windows7 x64, Windows8.0 x64, Windows8.1 x64
Sentinel HASP HL MaxMicro Driverless, Sentinel-LDK_SDK_7.1 x64
Calculate the Pipe Elevations with Max.Fullness+Min.Slope
• Calculate the Pipe Elevations with Min.Slope
Define Max.Velocities for Pipe Types
Show Velocity in Pipe Informations
Give Detailed Excavation Informations in Diameter Base
Combine Some Program Steps

JANUARY.2013
AutoCAD 2013 x64
Windows7 x64
Sentinel HASP HL Max, Sentinel-HASP_SDK_5.12 x64
 
JUNE.2012
AutoCAD 2012 x64
Windows7 x64, Windows8.0 x64, Windows8.1 x64
Sentinel HASP HL Max, Sentinel-HASP_SDK_5.12 x64
 
JANUARY.2012
AutoCAD 2012 x32, ZWCAD 2012
Windows7 x32
Sentinel HASP HL Max, Sentinel-HASP_SDK_5.12 x64
 
JANUARY.2010
AutoCAD 2010 x32
WindowsXP x32
Aladdin HASP HL Max, Ver1.1 x32

JANUARY.2009
AutoCAD 2008 x32
WindowsXP x32
Aladdin HASP HL Max, Ver1.1 x32

JANUARY.2003
AutoCAD 2004 x32
WindowsXP x32
 
JANUARY.1999
AutoCAD 2000
Windows98

JANUARY.1997
ACAD 14
Windows98

JANUARY.1985
MSDOS

Etiketler: pissuCAD Network Design Wastewater Design Wastewater Network drawing software modelling software design software analyse software infrastructure software