Technical specification of NetSystem 4: Difference between revisions
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* 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 Win8, Win7 or Vista | ||
* minimum screen resolution 1280x1024 | * 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 during conducting the selection and calculations== | ==List of standards and methods used during conducting the selection and calculations== | ||
Revision as of 11:23, 24 August 2015
| Product | NetSystem 4 [[{{{commercial_product4}}}]] |
| Type of article | {{{category_name1}}} [[{{{category3}}}|{{{category_name3}}}]] |
| Source for translation | NS 4.7 |
System-hardware requirements
- operating system MS Windows 8, Windows 7, Vista, XP
- 2 GHz dual core processor
- 2 GB RAM for Win XP or 3 GB RAM for 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 during conducting the selection and calculations
Net-san
Gravity sewerage network
- Flow stream for rainwater:
- PN EN 752-4 Standard
- Karl and Klauss R. Imhoff: Kanalizacja miast i oczyszczanie ścieków.
- Hydraulic calculations of partly filled sections:
- flow calculated due to Bretting’s formula.
- pressure drop calculated due to Prandtl-Colebrook formula.
- The self-defecation:
- due to the method of boundary shear stress.
- The network draft:
- authorized method which meets the required minimum and maximum depth gradient and collisions with other networks.
- Sizing the diameters:
- basing on the summary flow and according to the fill ratio.
- Local pressure drops:
- is taken into accounts basing on roughness of the pipe taken from the catalogue data or on the standard ATV-DVWK A110P.
Pressure sewerage network
- Pumping stations:
- are based on the work: Karl and Klauss R. Imhoff: „Kanalizacja miast i oczyszczanie ścieków” and authorised methods.
- Calculations of pipes completely filled:
- due to Colebrooke-White’s formula.
- Sizing diameters:
- including the Rmin and Rmax.
- Network draft:
- authorized method.
Water pipeline
- Calculations of pipes completely filled:
- due to Colebrooke-White’s formula.
- Sizing diamteres:
- including the vmax and Rmax.
- Network draft:
- authorized method.
- Including the local pressure drops:
- enabled by the ability of declaring the dzeta for knickpoints.