Technical specification of NetSystem 4: Difference between revisions
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# Flow stream for rainwater: | # Flow stream for rainwater: | ||
#* ''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. | ||
Revision as of 11:43, 4 September 2015
| Product | NetSystem 4 |
| Type of article | PRODUCT INFORMATION |
| Source for translation | NS4.7 |
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 for sizing and calculations
Net-san
Gravity sewerage network
- Flow stream for rainwater:
- 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 flow values (Qs and Qd) and filling ratio.
- Network arrangement:
- authorized method which meets required minimum and maximum depth gradient and collisions with other networks.
- Local pressure drops:
- considering roughness of pipes taken from catalogue data or from ATV-DVWK A110P standard.
Pressure sewerage network
- Pumping stations:
- based on: Karl and Klauss R. Imhoff: „Kanalizacja miast i oczyszczanie ścieków” 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 vmax and Rmax values.
- Network arrangement:
- authorized method.
- Local pressure drops:
- not considered.
Water supply network
- Calculations of pipes completely filled:
- due to Colebrooke-White’s formula.
- Pipe diameter sizing:
- considering vmax and Rmax values.
- Network arrangement:
- authorized method.
- Local pressure drops:
- enabled by the ability of declaring dzeta value for knickpoints.