Technical specification of NetSystem 4: Difference between revisions
Jump to navigation
Jump to search
| (5 intermediate revisions by 3 users not shown) | |||
| Line 10: | Line 10: | ||
|c3 =<!--if there is the second category, change to->"category3="--> | |c3 =<!--if there is the second category, change to->"category3="--> | ||
|category_name3 =<!--fill up with category "SOFTWARE APPLICATION"/"FUNCTIONALITY"/...--> | |category_name3 =<!--fill up with category "SOFTWARE APPLICATION"/"FUNCTIONALITY"/...--> | ||
|version1 =[http://instalsoft.com/en/products/information-about-changes-in-netsystem-package.html | |version1 =[http://instalsoft.com/en/products/information-about-changes-in-netsystem-package.html NS 4.7]<!--uzupełnić link do sekcji RN danego produktu--> | ||
|v2 =<!--Jest wersja -> zamienić na: "version2=" i uzupełnić link do sekcji RN danego produktu--> | |v2 =<!--Jest wersja -> zamienić na: "version2=" i uzupełnić link do sekcji RN danego produktu--> | ||
|v3 =<!--Jest wersja -> zamienić na: "version2=" i uzupełnić link do sekcji RN danego produktu--> | |v3 =<!--Jest wersja -> zamienić na: "version2=" i uzupełnić link do sekcji RN danego produktu--> | ||
| Line 17: | Line 17: | ||
==System-hardware requirements== | ==System-hardware requirements== | ||
* operating system MS Windows 8, Windows 7, Vista, XP | * operating system MS Windows 10, Windows 8, Windows 7, Vista, XP | ||
* 2 GHz dual core processor | * 2 GHz dual core processor | ||
* 2 GB RAM for Win XP or 3 GB RAM for Win8, Win7 or Vista | * 2 GB RAM for Win XP or 3 GB RAM for Win10, Win8, Win7 or Vista | ||
* minimum screen resolution 1280x1024 | * minimum screen resolution 1280x1024 | ||
* Microsoft.NET Framework 4 is required | * Microsoft.NET Framework 4 is required | ||
| Line 29: | Line 29: | ||
===Net-san=== | ===Net-san=== | ||
====Gravity sewerage | ====Gravity sewerage==== | ||
# Stream of stormwater (Qd): | # Stream of stormwater (Qd): | ||
#* ''PN EN 752-4'' Standard | #* ''PN EN 752-4'' Standard | ||
#* Karl and Klauss R. Imhoff: '' | #* Karl and Klauss R. Imhoff: ''Urban Drainage and Wastewater Disposal''. | ||
# Hydraulic calculations of partly filled pipes (Qs, Qd): | # Hydraulic calculations of partly filled pipes (Qs, Qd): | ||
#* flow calculation due to ''Bretting’s'' formula. | #* flow calculation due to ''Bretting’s'' formula. | ||
| Line 39: | Line 39: | ||
#* due to the method of boundary shear stress. | #* due to the method of boundary shear stress. | ||
# Pipe diameter sizing: | # Pipe diameter sizing: | ||
#* considering sum of streams | #* considering sum of streams (Qs and Qd) and fill ratio. | ||
# Network arrangement: | # Network arrangement: | ||
#* authorized method which meets required minimum and maximum depth gradient and collisions with other networks. | #* authorized method which meets required minimum and maximum depth gradient and collisions with other networks. | ||
| Line 47: | Line 47: | ||
====Pressure sewerage==== | ====Pressure sewerage==== | ||
# Pumping stations: | # Pumping stations: | ||
#* based on: Karl and Klauss R. Imhoff: '' | #* based on: Karl and Klauss R. Imhoff: ''Urban Drainage and Wastewater Disposal'' and authorised method. | ||
# Hydraulic calculations of completely filled pipes: | # Hydraulic calculations of completely filled pipes: | ||
#* due to ''Colebrooke-White’s'' formula, Qs and Qd values are directly added up. | #* due to ''Colebrooke-White’s'' formula, Qs and Qd values are directly added up. | ||
| Line 67: | Line 67: | ||
#* enabled by the ability of declaring dzeta value for water pipe network junction. | #* enabled by the ability of declaring dzeta value for water pipe network junction. | ||
<!--Lista kategorii produktów handlowych, których artykuł dotyczy--> | |||
[[Category:PRODUCT INFORMATION]] | [[Category:PRODUCT INFORMATION]] | ||
[[Category:NetSystem 4]] | [[Category:NetSystem 4]] | ||
[[Category:NS 4.7]] | [[Category:NS 4.7]] | ||
[[pl:Specyfikacja techniczna pakietu NetSystem 4]] | [[pl:Specyfikacja techniczna pakietu NetSystem 4]] | ||
Latest revision as of 13:14, 25 March 2017
| Product | NetSystem 4 |
| Type of article | PRODUCT INFORMATION |
| Source for translation | NS 4.7 |
System-hardware requirements
- operating system MS Windows 10, Windows 8, Windows 7, Vista, XP
- 2 GHz dual core processor
- 2 GB RAM for Win XP or 3 GB RAM for Win10, Win8, Win7 or Vista
- minimum screen resolution 1280x1024
- Microsoft.NET Framework 4 is required
- Internet access for activation and updating of the software and directories is recommended
- installation and later usage with the same user righs is recommended
List of standards and methods used for sizing and calculations
Net-san
Gravity sewerage
- Stream of stormwater (Qd):
- PN EN 752-4 Standard
- Karl and Klauss R. Imhoff: Urban Drainage and Wastewater Disposal.
- Hydraulic calculations of partly filled pipes (Qs, Qd):
- flow calculation due to Bretting’s formula.
- pressure drop calculation due to Prandtl-Colebrook formula.
- Self-defecation:
- due to the method of boundary shear stress.
- Pipe diameter sizing:
- considering sum of streams (Qs and Qd) and fill ratio.
- Network arrangement:
- authorized method which meets required minimum and maximum depth gradient and collisions with other networks.
- Local friction:
- considering roughness of pipes taken from catalogue data or from ATV-DVWK A110P standard.
Pressure sewerage
- Pumping stations:
- based on: Karl and Klauss R. Imhoff: Urban Drainage and Wastewater Disposal and authorised method.
- Hydraulic calculations of completely filled pipes:
- due to Colebrooke-White’s formula, Qs and Qd values are directly added up.
- Pipe diameter sizing:
- considering the maximum speed (Vmax) and the maximum unconsolidated frictional resistance (Rmax) values.
- Network arrangement:
- authorized algorithm considering the boundary conditions (min/max cover and declines), and collisions.
- Local friction:
- not considered.
Water pipeline
- Calculations of pipes completely filled:
- due to Colebrooke-White’s formula.
- Pipe diameter sizing:
- considering the maximum speed (Vmax) and the maximum unconsolidated frictional resistance (Rmax) values.
- Network arrangement:
- authorized algorithm considering the boundary conditions (min/max cover and declines), and collisions.
- Local friction:
- enabled by the ability of declaring dzeta value for water pipe network junction.