Hydrological Basics: Difference between revisions
Jump to navigation
Jump to search
(Start Translation) |
m (remove hierarchy extension template) |
||
| (5 intermediate revisions by one other user not shown) | |||
| Line 1: | Line 1: | ||
{{ | {{BlueM.Sim_nav}} | ||
{{BlueMTheory_nav}} | |||
In order to be able to take relations and interactions into consideration a simulation model for river basing management needs to represent all relevant objects and processes within the natural system. In modelling this is implemented through system elements. In order to model different systems the following elements are needed: | In order to be able to take relations and interactions into consideration a simulation model for river basing management needs to represent all relevant objects and processes within the natural system. In modelling this is implemented through system elements. In order to model different systems the following elements are needed: | ||
| Line 5: | Line 6: | ||
* '''[[Rural Catchments]]''' | * '''[[Rural Catchments]]''' | ||
* '''[[Urban Catchments]] | * '''[[Urban Catchments]] | ||
* '''[[ | * '''[[Individual discharges]]''' | ||
* '''[[Transport elements]]''' | * '''[[Transport elements]]''' | ||
* '''[[Verbraucher]]''' | * '''[[Verbraucher]]''' | ||
* '''[[ | * '''[[Branching points]]''' | ||
* '''[[Speicher]]''' (eventuell mit Wasserkraftanlagen) | * '''[[Speicher]]''' (eventuell mit Wasserkraftanlagen) | ||
* '''[[ | * '''[[Storm-water overflows]]''' | ||
* '''[[Regenüberlaufbecken]]''' | * '''[[Regenüberlaufbecken]]''' | ||
| Line 37: | Line 38: | ||
* ... | * ... | ||
| | | | ||
* | * surface run-off | ||
* | * base flow | ||
* | * total discharge | ||
* ... | * ... | ||
|- valign="top" | |- valign="top" | ||
| '''[[Urbane Einzugsgebiete| | | '''[[Urbane Einzugsgebiete|Urban Catchments]]''' | ||
| | | | ||
* | * rainfall | ||
* | * inhabitants / industry and other businesses | ||
* | * polutants | ||
| | | | ||
* | * fraction of impervious areas | ||
* | * run-off generation | ||
* | * discharge distribution | ||
* | * run-off concentration | ||
* ... | * ... | ||
| | | | ||
* | * wet weather flow | ||
* | * dry weather flow | ||
* | * total discharge | ||
* ... | * ... | ||
|- valign="top" | |- valign="top" | ||
| '''[[Einleitungen| | | '''[[Einleitungen|Individual discharges]]''' | ||
| | | | ||
| | | | ||
* | * water inflow into the system | ||
| | | | ||
* | * discharge | ||
|- valign="top" | |- valign="top" | ||
| '''[[Transportstrecken| | | '''[[Transportstrecken|Transport elements]]''' | ||
| | | | ||
* | * inflow | ||
| | | | ||
* | * translation | ||
* | * retention | ||
| | | | ||
* | * discharge | ||
|- valign="top" | |- valign="top" | ||
| '''[[Verbraucher]]''' | | '''[[Verbraucher| Consumer]]''' | ||
| | | | ||
* | * inflow | ||
| | | | ||
* | * consumer characteristics | ||
* | * additional inflow from other areas | ||
* | * flow back into the system | ||
| | | | ||
* | * flow back into the system | ||
* | * additional inflow | ||
* | * total discharge | ||
|- valign="top" | |- valign="top" | ||
| '''[[Aufteilungsbauwerke / Verzweigungen| | | '''[[Aufteilungsbauwerke / Verzweigungen|Branching points]]''' | ||
| | | | ||
* | * inflow | ||
| | | | ||
* | * distribution specification | ||
| | | | ||
* | * two outflows | ||
|- valign="top" | |- valign="top" | ||
| '''[[Speicher]]''' | | '''[[Speicher|Reservoirs]]''' | ||
:* | :* Dams | ||
:* | :* detention reservoir | ||
:* | :* rain water retention basin | ||
| | | | ||
* | * inflow | ||
optional: | optional: | ||
* | * rainfall | ||
* | * evaporation | ||
| | | | ||
* Speicherinhaltskurve | * Speicherinhaltskurve | ||
| Line 116: | Line 117: | ||
* Wasserstand | * Wasserstand | ||
|- valign="top" | |- valign="top" | ||
| '''[[Regenüberläufe]]''' | | '''[[Regenüberläufe|Storm-water overflow]]''' | ||
| | | | ||
* | * inflow | ||
| | | | ||
* | * distribution specification | ||
| | | | ||
* | * two outflows | ||
|- valign="top" | |- valign="top" | ||
| '''[[Regenüberlaufbecken]]''' | | '''[[Regenüberlaufbecken|storm-water overflow basin]]''' | ||
| | | | ||
* | * inflow | ||
| | | | ||
* | * reservoir/basin content specifications | ||
| | | | ||
* | * two outflows | ||
|} | |} | ||
'''''Tabelle 1: | '''''Tabelle 1: List of system elements including their most important characteristics and methods''''' | ||
[[Kategorie:BlueM Theorie]] | [[Kategorie:BlueM Theorie]] | ||
Latest revision as of 06:36, 9 January 2015
BlueM.Sim | Download | Application | Theory | Development
BlueM.Sim theory
In order to be able to take relations and interactions into consideration a simulation model for river basing management needs to represent all relevant objects and processes within the natural system. In modelling this is implemented through system elements. In order to model different systems the following elements are needed:
- Rural Catchments
- Urban Catchments
- Individual discharges
- Transport elements
- Verbraucher
- Branching points
- Speicher (eventuell mit Wasserkraftanlagen)
- Storm-water overflows
- Regenüberlaufbecken
Water-power plants are not a system element themselves they occur in combination with other elements. In order to function a water-power plant requires a reservoir. If the water-power plant is a run of river power plant at a certain channel cross-section this section of a channel should be defined as a reservoir.
The content of the following table gives an overview of the most important inputs and outputs as well as the characteristics of each element.
| Element | important Inputs/Loads | Characteristics | Element Output |
|---|---|---|---|
| Rural Catchment |
|
|
|
| Urban Catchments |
|
|
|
| Individual discharges |
|
| |
| Transport elements |
|
|
|
| Consumer |
|
|
|
| Branching points |
|
|
|
Reservoirs
|
optional:
|
|
|
| Storm-water overflow |
|
|
|
| storm-water overflow basin |
|
|
|
Tabelle 1: List of system elements including their most important characteristics and methods