HYA-File: Difference between revisions
Jump to navigation
Jump to search
(Übersetzung) |
|||
| Line 2: | Line 2: | ||
__NOTOC__ | __NOTOC__ | ||
<big> | <big>Hydraulics</big> | ||
== | ==File== | ||
<bluem> | <bluem> | ||
*Hydraulik (*.HYA) | *Hydraulik (*.HYA) | ||
| Line 19: | Line 19: | ||
</bluem> | </bluem> | ||
== | ==Explanations== | ||
''' | '''General:''' | ||
*'''A''': ID | *'''A''': ID of the hydraulic element | ||
*'''B''': ID | *'''B''': ID of the control function which supplies the tailwater level (e.g. "<code>y02</code>") | ||
*'''C''': | *'''C''': Identifier: Calculation-type: <code>1</code>: weir overflow, <code>2</code>: pipe, <code>3</code>: turbine | ||
''' | '''Weir overflow:''' | ||
*'''D''': | *'''D''': Weir form [1-5]: | ||
** <code>1</code>: | ** <code>1</code>: wide-crested | ||
** <code>2</code>: | ** <code>2</code>: roof-shaped | ||
** <code>3</code>: | ** <code>3</code>: Hight/Width = 1 | ||
** <code>4</code>: | ** <code>4</code>: Hight/Width < 0.4 | ||
** <code>5</code>: | ** <code>5</code>: sharp-edged | ||
*'''E''': | *'''E''': Weir crest [müNN] | ||
*'''F''': | *'''F''': Weir width [m] | ||
*'''G''': | *'''G''': weir coefficient [-] <code>0 < µ ≤ 1</code> | ||
*'''H''': | *'''H''': flexible/movable weir: ID of the control-functionder (z.B. "<code>y02</code>"),whichs value shall be subtracted from the weir hight.(refer to [[#Hinweise|Hinweise]]). | ||
''' | '''Pipe(s):''' if there are several pipes one after another the following pipe sections are to be written into the next line (without a new HYA ID) | ||
*'''I''': | *'''I''': Heigth of the inlet edge | ||
*'''J''': | *'''J''': Pipe length | ||
*'''K''': | *'''K''': Pipe diameter | ||
*'''L''': | *'''L''': Cross-section area (if '''K''' is given, the cross-section area is not needed) | ||
*'''M''': | *'''M''': Perimeter (if '''K''' is given, the perimeter is not needed) | ||
*'''N''': | *'''N''': Roughness coefficient <!-- (absolute Rauheit oder betriebliche Rauheit? In der TALSIM Demo wurde hier ein Wert von 4 mm verwendet) --> | ||
*O: | *O: Coefficient of loss (Inlet losses) | ||
'''Turbine:''' | '''Turbine:''' | ||
*'''P''': | *'''P''': Turbine capacity [kW] | ||
*'''Q''': | *'''Q''': Turbine absorption capacity [m³/s] | ||
*'''R''': | *'''R''': Minimum flow rate [m³/s] | ||
*'''S''': | *'''S''': Inlet height [müNN] | ||
*'''T''': | *'''T''': Coefficient of losses [-] <code>0 < η < 1</code> | ||
*'''U''' & '''V''': | *'''U''' & '''V''': Minimum 2 rows with supporting points for the efficeny-curve <code>η<sub>T</sub>=f(Q/Q<sub>max</sub>)</code> of the turbine | ||
== | ==Hints== | ||
=== | ===Tailwater level for turbines and weirs=== | ||
A Tailwater level is supplied by a control-function (system status).The ID of the desired control-funtcion must be named in the column <code>'''WSP unten'''</code>. The IDs of the control-functions are assigned in the [[KTR-Datei]]. | |||
If no tailwater level is supplied, the tailwaterlevel will be determined as a <code>MIN_mNN</code>, which is a constant with the value -490 müNN. | |||
===Lowerable weir=== | |||
A lowerable weir can be implemented by writing the ID of a control-function (refer to [[KTR-Datei]]) into the column <code>'''Fak hue'''</code>. The value/factor from the control-function will be '''subtracted''' from the normal weir crest for each time increment (not multiplied). | |||
[[Kategorie:BlueM Eingabedateien]] | [[Kategorie:BlueM Eingabedateien]] | ||
Revision as of 07:02, 21 December 2012
BlueM.Sim | Downloads | Application | Theory | Development
Input files · ALL SYS · FKT KTR · EXT JGG WGG TGG · TAL HYA TRS EIN URB VER RUE BEK EZG FKA · BOA BOD LNZ EFL · DIF
Hydraulics
File
*Hydraulik (*.HYA) *================= *|-----|-----|-----|---------------------------|-------------------------------------------|---------------------------------------------| *| | | | Wehrüberfall (1) | Rohrleitung(en) (2) | Turbine (3) | *| HYA | WSP | Kng |Wehr- Wehr- Wehr- Fak| Einl- Länge D A- Um- kB Zeta | P Qmax Qmin Hoehe Ver- %von eta | *| ID |unten| |Form kante Breite mue hue| kante quer fang | Leistg lust Qmax | *|-----|-----|-----|---------------------------|-------------------------------------------|---------------------------------------------| *| - |KTRID| 1-3 | 1-5 mNN m - KTR| mNN m mm m2 m mm | KW m3/s m3/s mNN - % - | *|-<->-|-<->-|-<->-|-<->-<----->-<--->-<-->-<->|<---->-<---->-<--->-<--->-<--->-<--->-<--->|-<---->-<--->-<--->-<----->-<--->-<--->-<--->| | A | B | C | D E F G H | I J K L M N O | P Q R S T U V | *|-----|-----|-----|---------------------------|-------------------------------------------|---------------------------------------------|
Explanations
General:
- A: ID of the hydraulic element
- B: ID of the control function which supplies the tailwater level (e.g. "
y02") - C: Identifier: Calculation-type:
1: weir overflow,2: pipe,3: turbine
Weir overflow:
- D: Weir form [1-5]:
1: wide-crested2: roof-shaped3: Hight/Width = 14: Hight/Width < 0.45: sharp-edged
- E: Weir crest [müNN]
- F: Weir width [m]
- G: weir coefficient [-]
0 < µ ≤ 1 - H: flexible/movable weir: ID of the control-functionder (z.B. "
y02"),whichs value shall be subtracted from the weir hight.(refer to Hinweise).
Pipe(s): if there are several pipes one after another the following pipe sections are to be written into the next line (without a new HYA ID)
- I: Heigth of the inlet edge
- J: Pipe length
- K: Pipe diameter
- L: Cross-section area (if K is given, the cross-section area is not needed)
- M: Perimeter (if K is given, the perimeter is not needed)
- N: Roughness coefficient
- O: Coefficient of loss (Inlet losses)
Turbine:
- P: Turbine capacity [kW]
- Q: Turbine absorption capacity [m³/s]
- R: Minimum flow rate [m³/s]
- S: Inlet height [müNN]
- T: Coefficient of losses [-]
0 < η < 1 - U & V: Minimum 2 rows with supporting points for the efficeny-curve
ηT=f(Q/Qmax)of the turbine
Hints
Tailwater level for turbines and weirs
A Tailwater level is supplied by a control-function (system status).The ID of the desired control-funtcion must be named in the column WSP unten. The IDs of the control-functions are assigned in the KTR-Datei.
If no tailwater level is supplied, the tailwaterlevel will be determined as a MIN_mNN, which is a constant with the value -490 müNN.
Lowerable weir
A lowerable weir can be implemented by writing the ID of a control-function (refer to KTR-Datei) into the column Fak hue. The value/factor from the control-function will be subtracted from the normal weir crest for each time increment (not multiplied).