Pumpen, Betriebs- und Regenwasserwerke/en: Unterschied zwischen den Versionen

Aus INTEWA Wiki
(Die Seite wurde neu angelegt: „'''Quick dimensioning with r<sub>(5,100)</sub> according to DIN 1986-100:'''“)
 
(123 dazwischenliegende Versionen von 2 Benutzern werden nicht angezeigt)
Zeile 5: Zeile 5:
 
=Types of pumps=
 
=Types of pumps=
  
==Diaphragm pumps for single-family house=
+
==Diaphragm pumps for single-family house==
[[File:193px-DiaphragmPump.gif|frame|link=https://commons.wikimedia.org/wiki/File:DiaphragmPump.gif#/media/File:DiaphragmPump.gif|Funktion Diaphragm pumps]]
+
[[File:193px-DiaphragmPump.gif|frame|link=https://commons.wikimedia.org/wiki/File:DiaphragmPump.gif#/media/File:DiaphragmPump.gif|Functioning of a diaphragm pump]]
Diaphragm pumps are an independent type of displacement pump, which are used in several fields, e.g. in family houses with small gardens. An elastic diaphragm is moved up and down by a piston. During the downward stroke the liquid is sucked through the inlet valve. During the upward stroke, the diaphragm presses the fluid out through the outlet valve from the pump head. The pumping cylinder is hermetically separated from the pump drive by the diaphragm. This means that diaphragm pump supplies uncontaminated fluid. Thus, all essential water fixtures can be sufficiently supplied in a single-family house by using very small pumps with very small flow rates. Due to the huge benefits in energy consumption and performance, suction characteristics and especially low noise level, these pumps are increasingly used in the single-family house applications, e.g. in the domestic water unit, RAINMASTER Eco. The optimum range of all fixtures in a single-family house falls very close to the pump characteristic curve. In contrast, for centrifugal pumps, which are currently used for rainwater harvesting, the usual operating points are very far from the characteristic curve (see diagram). This implies unnecessary power consumption in virtually all operating conditions of the centrifugal pump. The diaphragm pump, selected for rainwater harvesting or greywater recycling, ensures a maximum pressure of 3.5 bar and a maximum flow rate of 10 L / min. This is not only sufficient for most applications in a single-family house, but also offers an ideal performance range. For the most commonly used fixtures, e.g. toilet flushing, even 1 bar and 5 L / min is actually sufficient (see diagram). If several fixtures are simultaneously opened, then this results simply in a longer filling time for the fixture.
+
Diaphragm pumps are an independent type of displacement pump, which are used in several fields, e.g. in family houses with small gardens. An elastic diaphragm is moved up and down by a piston. During the downward stroke the liquid is sucked through the inlet valve. During the upward stroke, the diaphragm presses the fluid out through the outlet valve from the pump head. The pumping cylinder is hermetically separated from the pump drive by the diaphragm. This means that diaphragm pump supplies uncontaminated fluid. Thus, all essential water fixtures can be sufficiently supplied in a single-family house by using very small pumps with very small flow rates. Due to the huge benefits in energy consumption and performance, suction characteristics and especially low noise level, these pumps are increasingly used in the single-family house applications, e.g. in the domestic water unit, [https://www.intewa.de/en/products/rainmaster/rainmaster-eco/ RAINMASTER Eco]. The optimum range of all fixtures in a single-family house falls very close to the pump characteristic curve. In contrast, for centrifugal pumps, which are currently used for rainwater harvesting, the usual operating points are very far from the characteristic curve (see diagram). This implies unnecessary power consumption in virtually all operating conditions of the centrifugal pump. The diaphragm pump, selected for rainwater harvesting or greywater recycling, ensures a maximum pressure of 3.5 bar and a maximum flow rate of 10 L / min. This is not only sufficient for most applications in a single-family house, but also offers an ideal performance range. For the most commonly used fixtures, e.g. toilet flushing, even 1 bar and 5 L / min is actually sufficient (see diagram). If several fixtures are simultaneously opened, then this results simply in a longer filling time for the fixture.
  
"""Comparison of pump curves for diaphragm and centrifugal pump"""<br/>
+
'''Comparison of pump curves for diaphragm and centrifugal pump'''<br/>
 
[[Datei:KennlinieMembranpumpeKreiselpumpe.png‎ | minatur | Comparison of pump curves for diaphragm and centrifugal pump]]
 
[[Datei:KennlinieMembranpumpeKreiselpumpe.png‎ | minatur | Comparison of pump curves for diaphragm and centrifugal pump]]
  
Zeile 16: Zeile 16:
 
| Q: || Flow rate [L/min] || Operating point, toilet ||&#8718;
 
| Q: || Flow rate [L/min] || Operating point, toilet ||&#8718;
 
|-
 
|-
| H: || Pressure head loss [m] || Operating point, washing machine: || &#x25cf;
+
| H: || Pressure head loss [m] || Operating point, washing machine: ||&#x2009;&#x25cf;
 
|-
 
|-
 
| Centrifugal pump (multi-stage): || Blue || Operating point, 10 m garden hose: ||&#9650;
 
| Centrifugal pump (multi-stage): || Blue || Operating point, 10 m garden hose: ||&#9650;
 
|-
 
|-
| Diaphragm pump:  || Magenta || Operating point, garden faucet: || '''+'''
+
| Diaphragm pump:  || Magenta || Operating point, garden faucet: ||&#x2009;'''+'''
 
|}
 
|}
  
Zeile 26: Zeile 26:
  
 
==Multi-stage suction pumps for medium-sized commercial systems==
 
==Multi-stage suction pumps for medium-sized commercial systems==
With water reuse applications, high-quality, corrosion-free multi-stage centrifugal pumps should be used. Meanwhile, multi-stage pumps with noise levels of ca. 65 dbA or less are available. Such domestic water units (non-potable water systems) e.g. RAINMASTER Favorit are integrated with drinking water backup and control in a single device. These units can self-prime to 15 m with a suction height of 3 m and are suitable for supplying all fixtures in medium-sized commercial or single-family houses with large gardens without an extra charging pump.
+
With water reuse applications, high-quality, corrosion-free multi-stage centrifugal pumps should be used. Meanwhile, multi-stage pumps with noise levels of ca. 65 dbA or less are available. Such domestic water units (non-potable water systems) e.g. [https://www.intewa.de/en/products/rainmaster/rainmaster-favorit/ RAINMASTER Favorit] are integrated with drinking water backup and control in a single device. These units can self-prime to 15 m with a suction height of 3 m and are suitable for supplying all fixtures in medium-sized commercial or single-family houses with large gardens without an extra charging pump.
  
 
==Multi-stage submersible pumps purely for garden irrigation==
 
==Multi-stage submersible pumps purely for garden irrigation==
Submersible pumps with integrated control are suitable for using rainwater for garden irrigation. The pressure pipe can be installed directly from the tank to the garden faucet. Drinking water breakup in this case is direct into the cistern, e.g. with a RAINMASTER D. Here the submersible pump produces no noise and since it requires no space in an installation room, they can be used in construction projects where there is no space for a domestic water unit. Additionally the distance between the cistern and the installation room plays no role with the submersible pump. Since these pumps are installed in the cistern and are in constant water contact, they are exposed to difficult external conditions. Therefore they should be completely made of stainless steel and corrosion-resistant plastic. To protect the drive motor, double shaft seals should be used.
+
Submersible pumps with integrated control are suitable for using rainwater for garden irrigation. The pressure pipe can be installed directly from the tank to the garden faucet. Drinking water breakup in this case is direct into the cistern, e.g. with a [https://www.intewa.de/en/products/rainmaster/accessories/rm-d-24/ RAINMASTER D]. Here the submersible pump produces no noise and since it requires no space in an installation room, they can be used in construction projects where there is no space for a domestic water unit. Additionally the distance between the cistern and the installation room plays no role with the submersible pump. Since these pumps are installed in the cistern and are in constant water contact, they are exposed to difficult external conditions. Therefore they should be completely made of stainless steel and corrosion-resistant plastic. To protect the drive motor, double shaft seals should be used.
  
 
==Multiple pumping system==
 
==Multiple pumping system==
Zeile 46: Zeile 46:
 
If the drainage of tanks or individual fixtures in the house to sewage by direct connection is not possible, then an immersion pump is used. These "lift" excess water above the backwater level to the appropriate drainage system. The pumps are characterized by the use of very high-quality materials and can also pump coarse debris depending on the type. These pumps are controlled by float switches, which detect the water level and also implement the necessary protection to prevent dry-running of the pump. Immersion pumps can also be used as charging pumps for suction pumps if the suction performance of the pump is not high enough.
 
If the drainage of tanks or individual fixtures in the house to sewage by direct connection is not possible, then an immersion pump is used. These "lift" excess water above the backwater level to the appropriate drainage system. The pumps are characterized by the use of very high-quality materials and can also pump coarse debris depending on the type. These pumps are controlled by float switches, which detect the water level and also implement the necessary protection to prevent dry-running of the pump. Immersion pumps can also be used as charging pumps for suction pumps if the suction performance of the pump is not high enough.
  
==Dimensioning for pumps==
+
=Dimensioning for pumps=
See also [[https://www.intewa.de/en/online-planner/ Online Planner]]
+
See also [https://www.intewa.de/en/online-planner/ Online Planner]
 
==Diaphragm pump in a domestic water system==
 
==Diaphragm pump in a domestic water system==
 
[[Datei:PBRW_Membranpumpe mit Hauswasserwerk.png|miniatur|300px|Diaphragm pump in a domestic water system]]
 
[[Datei:PBRW_Membranpumpe mit Hauswasserwerk.png|miniatur|300px|Diaphragm pump in a domestic water system]]
Zeile 70: Zeile 70:
 
The actual maximum flow rate is calculated as:
 
The actual maximum flow rate is calculated as:
  
:'''Q<sub>SP</sub> = 0.1 x Q<sub>R</sub> = 4.9 L/min'''
+
: <math> Q_{SP} = 0.1 \times Q_R = 4.9\ \frac {l}{min} </math>
  
0.1 = Simultaneity factor. See [[#Determing simultaneity factor|2.5.2]]
+
0.1 = Simultaneity factor. See [[#Definition of the simultaneity factor|2.5.2]]
  
 
The operating water supply for the single-family residential area in a special case. Here the recommendations from DIN 1988, part 3 <ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> (German regulation) are difficult to grasp. In practice, calculated values for the simultaneity factor that correspond to between 0.1 and 0.2 have proven successful. The common fixtures like toilets, washing machines, garden taps and high-pressure cleaners will also be supplied together assuming a slightly longer filling time.
 
The operating water supply for the single-family residential area in a special case. Here the recommendations from DIN 1988, part 3 <ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> (German regulation) are difficult to grasp. In practice, calculated values for the simultaneity factor that correspond to between 0.1 and 0.2 have proven successful. The common fixtures like toilets, washing machines, garden taps and high-pressure cleaners will also be supplied together assuming a slightly longer filling time.
  
:'''H<sub>ges</sub> = h<sub>D</sub> + 16 m = 6 m + 16m = 22 m = 2.2 bar'''
+
:<math>H_{ges} = h_D + 16\ m = 6\ m + 16\ m = 22\ m =2.2\ bar</math>
  
 
In order to supply the fixture with a water pressure of at least 1.6 bar, a 16 m water column is specified in the formula.
 
In order to supply the fixture with a water pressure of at least 1.6 bar, a 16 m water column is specified in the formula.
Zeile 109: Zeile 109:
 
The actual maximum flow rate is calculated as:
 
The actual maximum flow rate is calculated as:
  
:'''Q<sub>SP</sub> = 0.7 x Q<sub>R</sub> = _ _ _ L/min'''
+
:<math>Q_{SP} = 0.7 \times Q_R = \_\ \_\ \_\ \frac {l}{min}</math>
  
 
The approximate required pumping head is:
 
The approximate required pumping head is:
  
:'''H<sub>ges</sub> = h<sub>D</sub> + l<sub>D</sub> x 0.2 +16 m = _ _ _ m'''
+
:<math>H_{ges} = h_D + I_D \times 0.2 + 16\ m = \_\ \_\ \_\ m</math>
 
(Losses in the suction line are included here)
 
(Losses in the suction line are included here)
  
 
'''Result: Operating point of the suction pump: (Q<sub>SP</sub>, H<sub>ges</sub>)'''
 
'''Result: Operating point of the suction pump: (Q<sub>SP</sub>, H<sub>ges</sub>)'''
This point must lie below or on the [https://www.intewa.de/en/products/rainmaster/rainmaster-favorit/technology/ pump curve].
+
This point must lie below or on the [https://www.intewa.de/en/products/rainmaster/rainmaster-favorit/technology/scope-of-application/ pump curve].
  
 
'''Suction'''
 
'''Suction'''
Zeile 148: Zeile 148:
 
The actual maximum flow rate is calculated as:
 
The actual maximum flow rate is calculated as:
  
:'''Q<sub>SP</sub> = 0.7 x Q<sub>R</sub> = _ _ _ L/min'''
+
:<math>Q_{SP} = 0.7 \times Q_R = \_\ \_\ \_\ \frac {l}{min}</math>
  
 
The approximate required pumping head is:
 
The approximate required pumping head is:
  
:'''H<sub>ges</sub> = h<sub>D</sub> + l<sub>D</sub> x 0.2 + 16 m = _ _ _ m'''
+
:<math>H_{ges} = h_D + I_D \times 0.2 + 16\ m = \_\ \_\ \_\ m</math>
 
(Losses in the suction line are included here)
 
(Losses in the suction line are included here)
  
Zeile 162: Zeile 162:
 
'''Quick dimensioning with r<sub>(5,100)</sub> according to DIN 1986-100:'''
 
'''Quick dimensioning with r<sub>(5,100)</sub> according to DIN 1986-100:'''
  
Bestimmung des zu fördernden Summendurchflusses Q<sub>R</sub>:
+
Determining the associated total flow rates Q<sub>R</sub>:
  
:'''Q<sub>R</sub> = angeschl. Fläche (m<sup>2</sup>) x (h/s ha) x 0,006 = _ _ _ l/min'''
+
:<math>Q_R = connected\ areas (m^2) \times (\frac {l}{s\ ha}) \times 0,006 = \_\ \_\ \_\ \frac {l}{min}</math>
  
Die erforderliche Förderhöhe ergibt sich überschlägig zu:
+
The approximate required pumping head is:
  
:'''H<sub>ges</sub> = h<sub>D</sub> + l<sub>D</sub> x 0,2 = _ _ _ m'''
+
<div class="mw-translate-fuzzy">
 +
:<math>H_{ges} = h_D + I_D \times 0,2 = \_\ \_\ \_\ m</math>'
 +
</div>
  
Dabei sollte die verlegte Leitung dem Pumpenanschluss entsprechen und aus erdverlegbaren PE-Rohren oder EPDM Gummischlauch mit Stahlspirale bestehen. In der Druckleitung ist ein Rückschlagventil (Rückflussverhinderer) einzusetzen.
+
The pipe installed should correspond to the pump connection and should be of PE pipe or EPDM rubber hose with steel coil for direct burial. A check valve (non-return valve) should be installed in the pressure line.
  
'''Ergebnis: Auslegungspunkt der Tauchpumpe: (Q<sub>R</sub>, H<sub>ges</sub>)'''
+
'''Result: Operating point of the immersion pump: (Q<sub>R</sub>, H<sub>ges</sub>)'''
  
Dieser Punkt sollte unterhalb bzw. auf der Kennlinie der Pumpe liegen.
+
This point must lie below or on the pump curve.
  
==Genauere Pumpendimensionierung==
+
==Precise pump dimensioning==
Oftmals kann mit Hilfe der Kurzdimensionierung auf eine detaillierte Auslegung der Pumpe verzichtet werden. Im Zweifelsfall sollte die notwendige Pumpenleistung jedoch genauer ermittelt werden. Hierzu werden im Folgenden die einzelnen Schritte zur Auswahl einer geeigneten Pumpe in Anlehnung an DIN 1988, Teil 3 u. 5<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref>, erläutert.
+
Often a detailed dimensioning of the pump can be avoided with help from the quick dimensioning. When in doubt, the required pumping capacity should be determined more accurately. For this purpose, the following steps explain the selection of a suitable pump according to DIN 1988, Part 3 and 5<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref>. The required pumping capacity depends on the type of supplied fixture as well as the piping system. The pump must provide the calculated flow rate, Q, at the necessary pressure, herein described as discharge head, H. The flow rate results from the operating values of the fixtures, which should be simultaneously operated. The necessary pressure is composed of three parts:
Die notwendige Pumpenleistung hängt von der Art der zu versorgenden Verbraucher und dem Rohrleitungssystem ab. Die Pumpe muss bei dem geforderten Volumenstrom Q noch den nötigen Druck, hier Förderhöhe H genannt, zur Verfügung stellen. Dabei ergibt sich der Volumenstrom aus den Betriebswerten der Verbraucher, die gleichzeitig betrieben werden sollen. Der notwendige Druck setzt sich aus drei Teilen zusammen:
 
  
* geodätische Höhe (H<sub>ges</sub>)
+
*geodetic height (H<sub>ges</sub>)
* Druckverluste im Rohrleitungsnetz (H<sub>v</sub>)
+
*pressure loss in piping system (H<sub>v</sub>)  
* notwendigen Betriebsdruck (Fließdruck) der Verbraucher (H<sub>fl</sub>)
+
*necessary operating pressure (flow pressure) of the fixtures (H<sub>fl</sub>)
  
Alle möglichen Betriebspunkte einer Pumpe liegen auf der Kurve der Betriebscharakteristik (Pumpenkennlinie oder Drosselkurve genannt) im Q-H-Diagramm, wobei der Druck in der Regel in Meter Wassersäule angegeben wird (1 bar entspricht etwa 10 m Wassersäule).
+
All possible operating points of a pump are shown on the operating characteristics curve (known as a pump curve or throttle curve) as a Q-H diagram, wherein the pressure is usually expressed as a meter water column (1 bar corresponds to approximately 10 m water column). The operating point of the pump is where the pump curve intersects the system characteristic curve. Each individual fixture has its own system characteristic curve together with the corresponding piping system. This also includes the system characteristic curve resulting from different combinations of fixtures. This results in various different operating points for the pump. In order to avoid calculating all system characteristic curves, the critical fixture demand is determined below, which must be optimally supplied even when several different fixtures are simultaneously operated. The operating point determined in this way should be close to, but below, the pump curve. The chosen pump should optimally supply the system without needing to be oversized and therefore consuming too much electricity.
Der Betriebspunkt der Pumpe stellt sich dort ein, wo die Pumpenkennlinie die Anlagenkennlinie schneidet. Jeder einzelne Verbraucher hat zusammen mit dem entsprechenden Leitungsnetz seine eigene Anlagenkennlinie. Dazu kommen noch die sich ergebenden Anlagenkennlinien durch die unterschiedlichen Kombinationen der Verbraucher. Dadurch ergeben sich für die Pumpe viele unterschiedliche Betriebspunkte.
 
Um nicht alle Anlagenkennlinien berechnen zu müssen, wird im Folgenden der kritischste Verbraucher ermittelt, der auch dann noch optimal versorgt werden soll, wenn mehrere andere Verbraucher gleichzeitig betätigt werden. Der so ermittelte Betriebspunkt soll möglichst nah an, aber unterhalb der Pumpenkennlinie liegen. Die so ermittelte Pumpe versorgt die Anlage optimal, ohne überdimensioniert zu sein und damit zuviel elektrische Energie zu verbrauchen.
 
  
[[Datei:Kennlinie_Betriebspunkt.jpg|mini|300px|Pumpekennlinie und Anlagekennlinie]]
+
[[Datei:Kennlinie_Betriebspunkt_en.png|mini|300px|Pump and system characteristic curves]]
  
===Ermittlung der theoretisch maximalen Summenfördermenge===
+
===Determining the theoretical maximum total discharge===
  
Grundlage der Pumpendimensionierung ist die Ermittlung des größten benötigten Wasserstroms. Zur Berechnung dieser Summenfördermenge werden die Berechnungsdurchflüsse (Q<sub>R</sub>) der einzelnen Entnahmearmaturen ermittelt.
+
The basis of pump dimensioning is determining the maximum required water flow. To calculate the total discharge the calculated flow rates (QR) of the individual fixtures are determined.
  
Die Summenfördermenge ergibt sich damit zu:
+
The total discharge therefore equals:
  
: '''&sum; Q<sub>R</sub> = Q<sub>R1</sub> + Q<sub>R2</sub> + Q<sub>R3</sub> + ...'''
+
: <math> \sum Q_R = Q_{R1} + Q_{R2} + Q_{R3+ ... </math>
  
'''Berechnungsdurchflüsse (Q<sub>R</sub>) und Mindestfließhöhe (H<sub>fl</sub>) ausgewählter Armaturen'''  
+
'''Calculated flow rates (Q<sub>R</sub>) and minimum flow levels (H<sub>fl</sub>) of selected fixtures'''  
(DIN 1988, Teil 3)<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref>
+
(DIN 1988, Part 3)<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref>
  
 +
<div class="mw-translate-fuzzy">
 
{|class="wikitable" style="text-align:center"
 
{|class="wikitable" style="text-align:center"
 
|-
 
|-
! Regenwasserarmatur !! !! Q<sub>R</sub> (l/min) !! H<sub>fl</sub> (l/min)
+
! Fixtures !! !! Q<sub>R</sub> (L/min) !! H<sub>fl</sub> (m)
 
|-
 
|-
| Auslaufventil || DN15 || 18 || 5
+
| Outlet valve || DN15 || 18 || 5
 
|-
 
|-
| ohne Luftsprudler || DN20 || 30 || 5
+
| Without aerator || DN20 || 30 || 5
 
|-
 
|-
| (Gartenanschluss) || DN25<sup>*</sup> || 60 || 5
+
| (Garden connection) || DN25<sup>*</sup> || 60 || 5
 
|-
 
|-
| Toilettenspülkasten ||  || 8 || 5
+
| Cistern flush toilet ||  || 8 || 5
 
|-
 
|-
| Druckspüler für Urinalbecken ||  || 18 || 10
+
| Pressure-flush for urinal ||  || 18 || 10
 
|-
 
|-
| Waschmaschine ||  || 15 || 10
+
| Washing machine ||  || 15 || 10
 
|}
 
|}
<sup>*</sup>nur bei intensiver Bewässerung
+
<sup>*</sup>only with intensive irrigation
 +
</div>
  
===Festlegung des Gleichzeitigkeitsfaktors===
+
===Definition of the simultaneity factor===
  
Je größer die Zahl der Entnahmearmaturen, desto unwahrscheinlicher wird der gleichzeitige Betrieb aller Armaturen. Deshalb ist es i.d.R. aus ökologischen und ökonomischen Gründen nicht sinnvoll die Pumpe so groß zu wählen, dass alle Entnahmestellen gleichzeitig versorgt werden können.
+
The larger the number of fixtures, the less likely it is that all fixtures will be used in simultaneous operation. Therefore, it is generally not sensible, due to ecological and economic reasons, to choose a pump that is capable of supplying simultaneously all extraction points. The relationship between the required maximum discharge of the pump (Q<sub>SP</sub>) and the total discharge (&sum;Q<sub>P</sub>) of the extraction points is called the simultaneity factor (f):
Das Verhältnis aus geforderter Spitzenfördermenge der Pumpe (Q<sub>SP</sub>) und Summenfördermenge (&sum;Q<sub>P</sub>) der Entnahmestellen wird als Gleichzeitigkeitsfaktor (f) bezeichnet:
 
  
 
: '''<math> f = \frac {Q_{SP}}{\sum Q_{P}} </math>'''
 
: '''<math> f = \frac {Q_{SP}}{\sum Q_{P}} </math>'''
  
Der Gleichzeitigkeitsfaktor kann umso kleiner gewählt werden, je größer die Anzahl der Entnahmestellen ist. Das ermöglicht den Einbau kleinerer Pumpen mit möglichst geringer Leistungsaufnahme, um die Kosten gering zu halten.
+
The simultaneity factor can therefore be selected smaller, the larger the number of extraction points there are. This allows the installation of smaller pumps with the smallest possible energy requirement, keeping costs low.
  
Ein Sonderfall ist die Betriebswasserversorgung im Einfamilienhausbereich. Hier sind die Empfehlungen aus der DIN 1988, Teil 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> nur schwer zu greifen. In der Praxis haben sich jedoch Werte, die rechnerisch einem Gleichzeitigkeitsfaktor zwischen 0,1 und 0,2 entsprechen, bewährt.
+
A special case is the supply of non-potable water to single family houses. Here, the recommendations from DIN 1988, Part 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> are difficult to estimate. However, in practice, values that mathematically correspond to a simultaneity factor of between 0.1 and 0.2 are found. According to the definition of the simultaneity factor, f, the required maximum discharge of the pump (Q<sub>SP</sub>) is obtained from the determined total discharge:
Nach Festlegung des Gleichzeitigkeitsfaktors f ergibt sich die notwendige Spitzenfördermenge der Pumpe (Q<sub>SP</sub>) aus der ermittelten Summenfördermenge:
 
  
 
: '''<math> Q_{SP} = f \times \sum Q_{P} </math>'''
 
: '''<math> Q_{SP} = f \times \sum Q_{P} </math>'''
  
Dabei darf Q<sub>SP</sub> den größten Einzel-Berechnungsdurchfluss Q<sub>P</sub> der Entnahmearmaturen nicht unterschreiten, da sonst die Funktion dieser Armatur beeinträchtigt wird.
+
Therefore Q<sub>SP</sub> may not fall below the maximum individual calculated flow rate Q<sub>P</sub> of the fixtures; otherwise the function of these fixtures is impaired.
  
 
{| class="wikitable" style="text-align:center"
 
{| class="wikitable" style="text-align:center"
|colspan="5" style="text-align:center" | '''Gleichzeitigkeitsfaktoren Regenwassernutzung nach Anwendungsfall'''
+
|colspan="5" style="text-align:center" | '''Simultaneity factors for rainwater harvesting  according to application'''
 
|-
 
|-
| in Anlehnung an die DIN1988 Teil3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> ||colspan="4" style="text-align:center"| Legende: 1 l/s entspricht als Äquivalent ca. 8 WC
+
| Following DIN1988 part 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> ||colspan="4" style="text-align:center"| Legend: 1 L/s corresponds as equivalent to ca. 8 WC
 
|-
 
|-
! Summenvolumenstrom (l/s)!! Wohngebäude*/ Büro-/ Verwaltungsgebäude Faktor (-) !! Hotelbetriebe/ Krankenhäuser Faktor (-) !! Kaufhäuser Faktor (-) !! Schulen Faktor (-)
+
! Total volume flow (L/s) !! Residential */ Office / Administrative buildings factor (-) !! Hotels / Hospitals factor (-) !! Department stores factor (-) !! Schools factor (-)
 
|-
 
|-
| 0,8 || 0,60 || 0,60 || 0,60 || 1,00   
+
| 0.8 || 0.60 || 0.60 || 0.60 || 1.00   
 
|-
 
|-
| 1 || 0,55 || 0,40 || 0,60 || 1,00  
+
| 1 || 0.55 || 0.40 || 0.60 || 1.00  
 
|-
 
|-
| 5 || 0,25 || 0,29 || 0,29 || 0,68
+
| 5 || 0.25 || 0.29 || 0.29 || 0.68
 
|-
 
|-
| 10 || 0,18 || 0,21 || 0,21 || 0,48  
+
| 10 || 0.18 || 0.21 || 0.21 || 0.48  
 
|-
 
|-
| 15 || 0,14 || 0,17 || 0,17 || 0,38
+
| 15 || 0.14 || 0.17 || 0.17 || 0.38
 
|-
 
|-
| 20 || 0,13 || 0,15 || 0,15|| 0,32  
+
| 20 || 0.13 || 0.15 || 0.15|| 0.32  
 
|-
 
|-
| 25 || 0,11 || 0,14 || 0,15 || 0,28  
+
| 25 || 0.11 || 0.14 || 0.15 || 0.28  
 
|-
 
|-
| 30 || 0,10 || 0,14 || 0,14 || 0,25
+
| 30 || 0.10 || 0.14 || 0.14 || 0.25
 
|-
 
|-
 
|}
 
|}
  
* Sonderfall Einfamilienhaus
+
* Special case single family house
Ein Sonderfall ist die Betriebswasserversorgung im Einfamilienhausbereich. Hier sind die Empfehlungen aus der DIN 1988, Teil 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> nur schwer zu greifen. In der Praxis haben sich jedoch Werte, die rechnerisch einem Gleichzeitigkeitsfaktor zwischen 0,1 und 0,2 entsprechen, bewährt.
+
An exception is non-potable water supply in single family houses. Here, the recommendations from DIN 1988, Part 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> are difficult to estimate. However, in practice, values that mathematically correspond to a simultaneity factor of between 0.1 and 0.2 are found.
  
===Berechnung der Gesamtförderhöhe===
+
===Calculating the total discharge head===
[[Datei:Verluste-Amaturen.png|mini|300px|Druckverlust (Hv)- Diagramm Armaturen 
+
[[Datei:Verluste-Amaturen.png|mini|300px|Pressure loss  (Hv)- diagram for fittings <br> a) check valve DN20 (3/4") <br> b) check valve DN25 (1") <br> c) check valve DN32 (5/4")]]
a) Rückschlagventil DN20 (3/4") <br> b) Rückschlagventil DN25 (1") <br> c) Rückschlagventil DN32 (5/4")]]
+
[[Datei:Schlauch-und_rohr-verluste.png|mini|300px|Pressure loss (Hv) - diagram for hoses and pipes <br>  
[[Datei:Schlauch-und_rohr-verluste.png|mini|300px|Druckverlust (Hv) - Diagramm Schläuche und Rohre <br>  
+
a) PE-HD DN20 (3/4") <br> b) 1" hose <br> c) PE-HD DN25 (1") <br> d) PE-HD DN32 (1 1/4")]]  
a) PE-HD DN20 (3/4") <br> b) 1" Schlauch <br> c) PE-HD DN25 (1") <br> d) PE-HD DN32 (5/")]]  
 
  
Die Gesamtförderhöhe ist die Höhe, bis zu der die Pumpe bei dem geforderten Spitzenvolumenstrom Q<sub>SP</sub> noch fördern können muss. Man kann sie für jede Entnahmearmatur getrennt berechnen. Maßgeblich ist der größte Wert (i.d.R. die Gesamtförderhöhe der geodätisch höchstgelegenen Armatur).
+
The total discharge head is the height up to which water may still be supplied by the pump at the required maximum flow rate Q<sub>SP</sub>. It can be separately calculated for each fixture. The largest value (usually the total discharge head of the geodetically highest fixture) is critical.
  
Die Gesamtförderhöhe setzt sich aus 3 Teilen zusammen:
+
The total discharge head is made up of 3 parts:
  
* geodätische Höhe der Entnahmestelle
+
*geodetic height of extraction point
* Fließhöhe dieser Entnahmearmatur
+
*flow level of this fixture
* Verlusthöhe durch Reibung in Rohrleitungsnetz und Saugleitung
+
*pressure lost due to friction in piping system and suction pipe
  
  
Die geodätische Höhe (H<sub>geo</sub>) ist gleich der Höhendifferenz zwischen Entnahmestelle und niedrigstem Wasserstand im Speicher. Die Fließhöhe (H<sub>fl</sub>) entspricht dem Druck, der an der Entnahmearmatur noch vorhanden sein muss, um eine einwandfreie Funktion zu gewährleisten. Die Verlusthöhe (H<sub>v</sub>) setzt sich aus dem Anteil der Saugleitung (H<sub>vs</sub>) [bei Unterwassermotorpumpen der Leitung zwischen Pumpe und Schaltgerät] und dem des restlichen Rohrsystems im Haus (H<sub>vr</sub>) zusammen:
+
The geodetic height (H<sub>geo</sub>) is equal to the difference of height between the point of extraction and the lowest water level in the tank. The flow level (H<sub>fl</sub>) corresponds to the pressure, which must be available in the fixture to ensure smooth functioning. The loss head (H<sub>v</sub>) consists of the suction pipe portion (H<sub>vs</sub>) [the pipe between pump and controller, in case of submersible pumps] together with the rest of the piping system in the house (H<sub>vr</sub>):
  
:'''H<sub>v</sub> = H<sub>vs</sub> + H<sub>vr</sub>'''
+
:<math>H_v = H_{vs} + H_{vr}</math>
  
Die Reibungsverluste der Saugleitung (H<sub>vs</sub>) können aus den Diagrammen abgelesen werden. Allerdings ist hier lediglich die Spitzenfördermenge Q<sub>SP</sub> anstelle der Summenfördermenge &sum;Q<sub>R</sub> anzusetzen.
+
The friction loss in the suction pipe (H<sub>vs</sub>) can be read from the diagram. Here, however, only the maximum discharge Q<sub>SP</sub> is to be used in place of the total discharge &sum;Q<sub>R</sub>. The head loss in domestic piping (H<sub>vr</sub>) is determined by the length of the pipe between the control unit and the fixture. With the usual combinations of flow rate and pipe diameter (e.g.: Q = 50 L / min, DN 25; Q = 27 L / min, DN 20; Q = 14 L / min, DN 15), there is an approximate loss of:
Die Verlusthöhe des Hausnetzes (H<sub>vr</sub>) wird durch die Leitungslänge zwischen Schaltgerät und der Entnahmearmatur bestimmt. Bei den üblichen Kombinationen von Durchfluss und Rohrdurchmesser (z.B.: Q = 50 l/min, DN 25; Q = 27 l/min, DN 20; Q = 14 l/min, DN 15), ergibt sich ein ungefährer Verlust von:
 
  
 
:'''<math> H_{vs} = \sum H_{vss} + \sum H_{vsa} </math>'''
 
:'''<math> H_{vs} = \sum H_{vss} + \sum H_{vsa} </math>'''
  
:'''<math> H_{vr} = 0,2 \times \sum Leitungsl\ddot{a}nge </math>'''
+
:'''<math> H_{vr} = 0.2 \times \sum pipework\ length </math>'''
  
Dabei sind die Verluste durch Winkel, Ventile, Reduzierstücke und Verzweigungen schon berücksichtigt (nach DIN 1988, Teil 5)<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref>.
+
Therewith are the losses through elbows, valves, reducers and branches already accounted for (according to DIN 1988, Part 5)<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref>.
  
Die Gesamtförderhöhe, die von der Pumpe erbracht werden muss, ergibt sich damit zu:
+
The total discharge head, which must be provided by the pump is calculated by:
  
:'''H = H<sub>geo</sub> + H<sub>fl</sub> + H<sub>v</sub>'''
+
:<math>H = H_{geo} + H_{fl} + H_v</math>
  
Für Unterwassermotorpumpen und Tauchpumpen entfallen die Verluste auf der Saugseite. Die Berechnung der Verluste auf der Druckseite erfolgt, genau wie beschrieben, mit den für diese Pumpen ermittelten Volumenströmen.
+
For submersible and immersion pumps losses on the suction side are not applicable. As described above, the calculation of losses on the pressure side is done with the flow rates determined for these pumps.
  
===Leistungsüberprüfung der Pumpe===
+
===Pump performance review===
Mit den ermittelten Werten für den Volumenstrom (Q<sub>SP</sub>) und für die Förderhöhe (H) wählt man eine geeignete Pumpe anhand der verschiedenen Pumpendiagramme aus. Liegt der berechnete Punkt (Q<sub>SP</sub>/ H) unterhalb der Pumpenkennlinie, so ist die Leistung der Pumpe ausreichend.
+
A suitable pump can be selected by the determined values for flow rate (Q<sub>SP</sub>) and for discharge head (H) by means of various pump diagrams. If the calculated point (Q<sub>SP</sub>/ H) lies below the pump characteristic curve, then the performance of the pump is sufficient.
  
'''Beispiel: Pumpendimensionierung'''
+
'''Example: Pump dimensioning'''
  
 
[[Datei:Pumpendimensionierung.png | mini | 500px]]
 
[[Datei:Pumpendimensionierung.png | mini | 500px]]
  
Legende:
+
Legend:
#Gartenwasserhahn
+
#Garden water tap
#Saugleitung 6 m lang
+
#6 m long suction hose
#Waschmaschine
+
#Washing machine
#Wassertank
+
#Water tank
  
  
 
[[Datei:Summenvolumen.png| mini | 275px]] [[Datei:Gleichzeitigkeitsfaktor.png | mini | 275px]]
 
[[Datei:Summenvolumen.png| mini | 275px]] [[Datei:Gleichzeitigkeitsfaktor.png | mini | 275px]]
  
'''Ermittlung des Summenvolumens nach DIN 1988 Teil 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> Tabelle 11'''
+
'''Determining the total flow rates according to DIN 1988 Part 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> Table 11'''
  
Als Verbraucher sind an die Regenwasseranlage angeschlossen:
+
Connected as fixtures to a rainwater system:
  
 
:{| class="wikitable"
 
:{| class="wikitable"
 
|-
 
|-
| 3 Toilettenspülkästen || Q<sub>R</sub> = 8 l/min  
+
| 3 cistern flush toilets  || Q<sub>R</sub> = 8 L/min  
 
|-
 
|-
| 1 Waschmaschine || Q<sub>R</sub> = 15 l/min  
+
| 1 Washing machine || Q<sub>R</sub> = 15 L/min  
 
|-
 
|-
| 1 Gartenanschluss DN15 || Q<sub>R</sub> = 18 l/ min
+
| 1 Garden connection DN15 || Q<sub>R</sub> = 18 L/ min
 
|-
 
|-
| Summenfördermenge: || '''&sum;Q<sub>R</sub> 57 l/ min'''
+
| Total discharge: || '''&sum;Q<sub>R</sub> 57 L/ min'''
 
|}
 
|}
  
'''Festlegung des Gleichzeitigkeitsfaktors nach DIN 1988 Teil 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> Tabelle 12'''
+
'''Determining the simultaneity factor according to DIN 1988 Part 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> Table 12'''
  
:Spitzenfördermenge '''Q<sub>Sp</sub> = 29 l/min'''
+
:Maximum discharge '''Q<sub>Sp</sub> = 29 L/min'''
  
'''Berechnung der Gesamtförderhöhe'''
+
'''Calculation of the total discharge head'''
  
Die Gesamtförderhöhe wird für Gartenanschluss und oberen Spülkasten ermittelt:
+
The total discharge head is determined for the garden connection and upper cistern toilet:
  
 
:{| class="wikitable"
 
:{| class="wikitable"
Zeile 340: Zeile 337:
 
| || H<sub>geo</sub>|| H<sub>fl</sub> || H<sub>vr</sub> || H<sub>vs</sub> || '''H'''
 
| || H<sub>geo</sub>|| H<sub>fl</sub> || H<sub>vr</sub> || H<sub>vs</sub> || '''H'''
 
|-
 
|-
| Gartenanschluss DN 15 || 5,3 || 5 || 5 x 0,2 || 0,18 x 6 + 0,5 || '''12,9 m'''
+
| Garden connection DN 15 || 5.3 || 5 || 5 x 0.2 || 0.18 x 6 + 0.5 || '''12.9 m'''
 
|-
 
|-
| oberer Spülkasten || 8,1 || 5 || 11,5 x 0,2 || 0,18 x 6 + 0,5 || '''17 m'''
+
| upper cistern toilet || 8.1 || 5 || 11.5 x 0.2 || 0.18 x 6 + 0.5 || '''17 m'''
 
|-
 
|-
| '''H = 17 m für die Pumpenauswahl'''
+
| '''H = 17 m for the pump selection'''
 
|}
 
|}
  
'''Leistungsüberprüfung der Pumpe'''
+
'''Pump performance review'''
  
Der ermittelte Auslegungspunkt wird im Pumpendiagramm eingetragen:  
+
The determined dimensioning point is entered in the pump diagram:  
  
:'''Q<sub>sp</sub> = 29 l/min ; H =17 m'''
+
:'''Q<sub>sp</sub> = 29 L/min ; H =17 m'''
  
'''Ansaugleistung der Pumpe'''
+
'''Suction performance of the pump'''
  
Bei einer Saugleitungslänge von 6 m und einer geodätischen Saughöhe von 2,5 m kann die Pumpe ohne zusätzliche Maßnahmen (z.B. Ladepumpe) eingesetzt werden.
+
With a suction pipe length of 6 m and a geodetic suction height of 2.5 m, the pump can be used without additional arrangements (such as a charging pump).
  
=Steuerungen=
+
=Controls=
  
==Druck- und Strömungssteuerung==
+
==Pressure and flow control==
Die automatische Steuerung der Pumpen erfolgt über druck- und strömungsabhängig arbeitende Schaltautomaten, die in der Druckleitung hinter der Pumpe installiert werden. In ihnen ist die wichtige Funktion des Trockenlaufschutzes für die Pumpe am besten bereits integriert. Bei den Hauswasserwerken sind diese Steuerungen bereits integriert.
+
The pumps are automatically controlled by pressure and flow dependent circuit-breakers that are installed in the pressure pipe after the pump. The essential function of preventing dry-running is best already integrated in the pump. With the domestic water units, these controllers are already integrated.
  
==Drehzahlsteuerung==
+
==Speed control==
Bei Einzelpumpenanlagen und Mehrpumpenanlagen können elektronische Steuerungen zur Drehzahlregulierung verwendet werden. Bei modernen Drehzahlsteuerungen wird die Drehzahl der Pumpe in Abhängigkeit vom Druck geregelt. So kann bis zu 40 % Strom eingespart werden, wie z.B. bei den [http://www.intewa.de/products/rainmaster/rainmaster-favorit/ RAINMASTER Favorit SC] Geräten. Eine Drehzahlregelung erhöht zudem die Lebensdauer der Pumpen und reduziert das Laufgeräusch bei geringen Volumenströmen.
+
With single pump systems and multi-pump systems an electronic control for speed regulation can be used. Modern speed-controllers regulate the speed of the pump depending on the pressure. Up to 40% of energy can be saved, e.g. with the [https://www.intewa.de/en/products/rainmaster/rainmaster-favorit/ RAINMASTER Favorit SC] units. A speed-regulator increases the operating life of the pumps and reduces the running noise with low flow rates.
  
=Nachspeisung von Trinkwasser=
+
=Drinking water backup=
  
Ein wesentlicher Bestandteil der meisten Betriebswasseranlagen ist die automatische Versorgung der Verbraucher mit Trinkwasser in Zeiten ausbleibender Niederschläge (mangelndem Betriebswasser, wie z.B. Grauwasser oder Regenwasser). Bei Trinkwassernachspeisesystemen kommt die EN1717<ref name="DIN1717">DIN EN 1717</ref> und die DIN 1989<ref name="DIN1989">DIN 1989-1</ref> (Betriebswasseranlagen) zur Anwendung, um eine eventuelle Trinkwasserverunreinigung durch Keime aus dem Grauwasser oder Regenwasser zu verhindern.  
+
An essential component of most non-potable water systems is the automatic supply of fixtures with drinking water during times lacking rainfall (lack of non-potable water, e.g. greywater or rainwater). EN1717<ref name="DIN1717">DIN EN 1717</ref> and DIN 1989<ref name="DIN1989">DIN 1989-1</ref> (non-potable water systems) apply to drinking water backup systems as they prevent contamination of the drinking water with germs from greywater or rainwater. The following requirements must be fulfilled:
Folgende Anforderungen müssen erfüllt sein:
+
[[Datei:Trinkwassernachspeisung_en.png| miniatur | Drinking water backup]]
[[Datei:Trinkwassernachspeisung.jpg | miniatur | Trinkwassernachspeisung]]
 
  
* Das Trinkwasser muss vom Betriebswasser durch einen "Freien Auslauf" getrennt werden, um das Zurückfließen von verunreinigtem Wasser in die Trinkwasserinstallation durch eine ständig ungehinderte freie Fließstrecke zu verhindern. Der Abstand von zulaufendem Trinkwasser und max. möglichem Wasserstand auf der Betriebswasserseite ist folgendermaßen definiert: H &#8805; 2 x d (Zulauf der Trinkwasserleitung), mindest. jedoch 20 mm.
+
*The drinking water must be separated from the non-potable water by an „air-gap“ in order to prevent the backflow of contaminated water into the drinking water installation through a continuous unhindered free flow path. The distance from incoming drinking water and the max. possible water level on the non-potable side is defined as follows: H &#8805; 2 x d (inlet of the drinking water pipe), otherwise min. 20 mm.
* Als "Freie Ausläufe" sind nur die Ausführungsformen vom Typ AA und Typ AB gemäß EN 1717<ref name="DIN1717">DIN EN 1717</ref> zugelassen. Rückflussverhinderer (Rückschlagventile), Rohrtrenner sowie Rohrunterbrecher sind zur Trennung nicht ausreichend und somit nicht zugelassen.
+
*Only the design forms type AA and AB “air-gap” are allowed according to EN1717<ref name="DIN1717">DIN EN 1717</ref>. Non-return valves (check valves), pipe splitters as well as pipe interrupters are not sufficient for separation and are therefore not allowed.
* Doppelanschlüsse an WC-Spülkästen sind nicht zugelassen.
+
*Double connections on cistern flush toilets are not allowed.
* Der „Freie Auslauf“ muss rückstausicher installiert sein.
+
*The “air-gap” must be installed as backwater safe.
  
Prinzipiell lassen sich zwei Arten der Trinkwassernachspeisung unterscheiden:  
+
In principle there are two forms of drinking water backup to decide from:  
  
* Freier Auslauf in die Zisterne
+
*Air-gap in the cistern
* Freier Auslauf in die Betriebswasseranlage (Hauswasserwerk, Betriebswasserzentrale) integriert  
+
*Air-gap integrated in the non-potable water system (domestic water unit, commercial water centres)   
  
===Freier Auslauf in die Zisterne===
+
===Air gap in the cistern===
  
Die Trinkwassernachspeisung erfolgt bei dieser Variante über den "Freien Auslauf“ direkt in den Wasserspeicher. Der "Freie Auslauf" ist dabei am besten in einer [http://www.intewa.de/products/rainmaster/zubehoer/nachspeiseeinheiten/ anschlussfertigen Baugruppe mit festen Abständen nach DIN 1989]<ref name="DIN1989">DIN 1989-1</ref> mit Absperrhahn, Schmutzfänger und langsam schließendem Magnetventil integriert und direkt an die Trinkwasserleitung angeschlossen.
+
In this variant the drinking water backup is directly supplied through the "air gap" into the water storage tank. The "air gap" is then best integrated in a [https://www.intewa.de/en/products/rainmaster/accessories/supplemental-supply-units/ ready-to-connect assembly with fixed distances according to DIN 1989]<ref name="DIN1989">DIN 1989-1</ref> with stopcock, strainer and slow-closing solenoid valve and is directly connected to the drinking water pipe.
  
Gesteuert wird diese Form der Trinkwassernachspeisung z.B. mit einem [http://www.intewa.de/products/rainmaster/zubehoer/rm-d-24/ RAINMASTER D].  
+
This form of drinking water backup is controlled e.g. by a [https://www.intewa.de/en/products/rainmaster/accessories/rm-d-24/ RAINMASTER D]. Due to the open pipe connection between the cistern and building the installation of the system must be considered with the backwater level from the sewer as well as cistern so that the backwater is prevented from entering the building. The "air-gap" for supplying drinking water must be at least 20 cm above the related backwater level, which is usually only the case when the system equipment is installed on the ground floor.
Aufgrund der offenen Leitungsverbindung zwischen Zisterne und Gebäude muss bei dieser Anlageninstallation die Rückstauebene der Kanalisation bzw. Zisterne beachtet werden, um einen Rückstau in das Gebäude zu verhindern. Der "Freie Auslauf" für die Einspeisung von Trinkwasser muss dann mindestens 20 cm oberhalb dieser zugehörigen Rückstauebene liegen, was meistens nur Fall ist, wenn die Anlagentechnik im Erdgeschoss installiert wird.
 
  
[[Datei:KurzdimensionierungUnterwassermotorpumpen.png|600px|Freier Auslauf in die Zisterne]]
+
[[Datei:KurzdimensionierungUnterwassermotorpumpen.png|600px|Air gap in the cistern]]
  
 +
<div class="mw-translate-fuzzy">
 
{| class="wikitable"
 
{| class="wikitable"
 
|-
 
|-
| 1. Nachspeiseeinheit zur Trinkwassernachspeisung|| 7. Unterwassermotorpumpe mit integrierter Steuerung und Ansaugfilter SAUGSAGF
+
| 1. Supplemental supply unit for drinking water backup || 7. Submersible pump with integrated controller and SAUGSAGF suction filter
 
|-
 
|-
| 2. RAINMASTER D 24|| 8. Zulaufberuhigung
+
| 2. RAINMASTER D 24|| 8. Inlet calmer
 
|-
 
|-
| 3. Trinkwasseranschluss || 9. Regenwasserzuleitung
+
| 3. Drinking water connection || 9. Rainwater inlet pipe
 
|-
 
|-
| 4. Druckleitung zu den Verbrauchern|| 10. Schutzrohr für Druckleitung, Trinkwassernachspeisung und Steuerkabel RMD 24
+
| 4. Pressure pipe to the fixtures|| 10. Protective conduit for pressure pipe, drinking water backup and RMD 24 control cable
 
|-
 
|-
| 5. Sensorkabel kapazitive Füllstandsmessung || 11. Mauerdurchführung MD-150
+
| 5. Sensor cable for capacitive level measurement || 11. Wall bushing
 
|-
 
|-
| 6. Regenwasserfilter PURAIN ||  
+
| 6. PURAIN rainwater filter ||  
 
|}
 
|}
 +
</div>
  
===Freier Auslauf in einer Betriebswasseranlage integriert===
+
===Air-gap integrated in a non-potable water system===
  
 
[[Datei:DVGW.png|miniatur|250px]]
 
[[Datei:DVGW.png|miniatur|250px]]
Bei speziellen Hauswasserwerken für die Betriebswassernutzung, wie z.B. der [http://www.intewa.de/products/rainmaster/ RAINMASTER Serie], ist der "Freie Auslauf“ nach der Trinkwassernorm DIN EN 1717<ref name="DIN1717">DIN EN 1717</ref> in Verbindung mit der neuen Ausführungs-Norm DIN EN 13077<ref name="DIN13077">DIN EN 13077</ref> bereits im Gerät integriert.  
+
With specialized domestic water units for non-potable usage, e.g. the [https://www.intewa.de/en/products/rainmaster/ RAINMASTER series], the “air-gap” according to the drinking water standard DIN EN 1717<ref name="DIN1717">DIN EN 1717</ref> in conjunction with the installation standard DIN EN 13077<ref name="DIN13077">DIN EN 13077</ref> is already integrated in the unit. These are considered with an integrated feed tank. This guarantees enough drinking water is available to cover the required needs of the non-potable water (rainwater, greywater or other non-potable water) in case there is no more for supply. The adherence to the standards must be done by a known certification authority (e.g. DVGW). The certification also considers tests for surge pressure behaviour and drinking water compatibility of the materials (KTW certification).
Dies wird über einen integrierten Einspeisebehälter berücksichtigt. Dieser garantiert eine bedarfsgerechte Zuführung genau der Menge des gerade benötigten Trinkwassers, falls kein Betriebswasser (Regenwasser, Grauwasser oder sonstiges Betriebswasser) mehr zur Verfügung steht. Die Einhaltung der Norm muss durch eine anerkannte Prüfstelle zertifiziert sein (z.B. DVGW). Die Zertifizierung berücksichtigt auch die Prüfung auf Druckstoßverhalten und Trinkwasserverträglichkeit der Materialien (KTW-Prüfung).
 
  
  
[[Datei:TWN_AB.png|300px|1. Trinkwasserzulauf Nachspeisebehälter 2. Überlauföffnung des Nachspeisebehälters 3. Max. möglicher Wasserstand (bei Fehlfunktion) 4. Freier Auslauf H zwischen Zulauf und max. möglichem Wasserstand = sichere Trennung von Trinkwasser und Betriebswasser]]
+
[[Datei:TWN_AB.png|300px|1. Drinking water inlet, backup supply tank 2. Overflow opening, backup supply tank 3. Max. possible water level (in case of malfunction) 4. Air gap H between inlet and max. possible water level = secure separation between drinking water and non-potable water]]
  
Trinkwassernachspeiseeinrichtung (Typ AB) der RAINMASTER Serie gemäß DIN EN 1717<ref name="DIN1717">DIN EN 1717</ref>
+
Drinking water backup device (Type AB) for RAINMASTER series according to DIN EN 1717<ref name="DIN1717">DIN EN 1717</ref>
  
 
{| class="wikitable"
 
{| class="wikitable"
 
|-
 
|-
| 1. Trinkwasserzulauf Nachspeisebehälter
+
| 1. Drinking water inlet, backup supply tank
 
|-
 
|-
| 2. Überlauföffnung des Nachspeisebehälters
+
| 2. Overflow opening, backup supply tank
 
|-
 
|-
| 3. Max. möglicher Wasserstand (bei Fehlfunktion)
+
| 3. Max. possible water level (in case of malfunction)
 
|-
 
|-
| 4. Freier Auslauf H zwischen Zulauf und max. möglichem Wasserstand = sichere Trennung von Trinkwasser und Betriebswasser
+
| 4. Air gap H between inlet and max. possible water level = secure separation between drinking water and non-potable water
 
|-
 
|-
 
|}
 
|}
  
===Der 3-Wege Umschalthahn===
+
===The 3-way switchover valve===
  
[[Datei:3wegeUmschaltung.png|miniatur|Der 3-Wege Umschalthahn]]
+
[[Datei:3wegeUmschaltung.png|miniatur|The 3-way switchover valve]]
Es sollte darauf geachtet werden, dass zur Umschaltung zwischen Betriebswasser und Trinkwasser in den Betriebswasseranlagen (Hauswasserwerken) ein motorgesteuerter 3-Wegehahn eingesetzt wird (keine Zonenventile). Nur so ist sicher gestellt, dass bei größeren Ansaugverlusten unfreiwillig aus dem Trinkwasserbehälter Wasser gezogen wird oder bei einem Aufbau unterhalb des Wasserspiegels des Speichers Betriebswasser in den Einspeisebehälter gedrückt wird.
+
It should be noted that the switchover between non-potable water and drinking water in the non-potable water system (domestic water unit) constitutes a motorized 3-way ball valve (no zonal valves). Only in this way is the installation sure to prevent drawing unwanted water from the drinking water tank by large suction pressure losses or forcing non-potable water into the feed tank with an installation under the water level of the storage tank.
  
 
[[Datei:Zeichnung3WegeUmschaltung.png|550px]]
 
[[Datei:Zeichnung3WegeUmschaltung.png|550px]]
  
 +
<div class="mw-translate-fuzzy">
 
{| class="wikitable"
 
{| class="wikitable"
 
|-
 
|-
| 1. Hauswasserwerk RAINMASTER Favorit|| 8. Regenwasserfilter PURAIN
+
| 1. Domestic water unit RAINMASTER Favorit|| 8. PURAIN rainwater filter
 
|-
 
|-
| 2. Trinkwasseranschluss|| 9. Schwimmende Ansauggarnitur
+
| 2. Drinking water connection|| 9. Floating suction filter
 
|-
 
|-
| 3. Druckanschlussset ||10. Zulaufberuhigung
+
| 3. Pressure connection set ||10. Inlet calmer
 
|-
 
|-
| 4. Druckleitung zu den Verbrauchern|| 11. Schutzrohr für Saugleitung und Sensorkabel
+
| 4. Pressure line connection to fixtures|| 11. Protective conduit for suction line and sensor cable
 
|-
 
|-
| 5. Schwimmschalter || 12. Regenwasserzuleitung
+
| 5. Suction line || 12. Rainwater inlet pipe
 
|-
 
|-
| 6. Saugleitung ||13. Mauerdurchführung MD-100
+
| 6. Suction line ||13. Wall bushing
 
|-
 
|-
| 7. Notüberlauf ||  
+
| 7. Emergency overflow ||  
 
|}
 
|}
 +
</div>
  
=Ausdehnungsgefäße=
+
=Expansion vessels=
Bei großen Betriebswasseranlagen mit vielen Verbrauchern empfehlen sich auch größere Ausdehnungsgefäße alternativ oder zusätzlich zur Drehzahlsteuerung zur Stromeinsparung.
+
Larger non-potable water systems with many fixtures usually require large expansion vessel as well or a speed-controller to save power. Small pumps like the RM-Eco unit can also be used for larger systems in combination with a large expansion vessel as a buffer tank. With this a particularly high energy efficiency and economic price-performance ratio can be achieved.   
Kleine Pumpen, wie z.B. die RM-Eco Pumpen können in Kombination mit einem großen Ausdehnungsgefäß als Pufferbehälter auch für größere Anlagen verwendet werden. Hierdurch kann eine besonders hohe energetische Effizienz und ein günstiges Preis-Leistungsverhältnis erreicht werden.    .   
 
  
==Minimierung von Druckstößen==
+
==Reducing pressure surge==
Bei schnell schließenden Verbrauchern empfiehlt sich der Einsatz von speziellen Ausdehnungsgefäßen mit Butylblase. Diese reduzieren Druckstöße und damit Geräusche, die ansonsten im Leitungssystem übertragen werden und sich dort durch Reflexion verstärken können.  
+
The use of special expansion tanks with a bladder is recommended for rapid shut-off fixtures. This reduces pressure surge and therefore noise that would otherwise be conveyed into the pipe system and may increase due to reverberation. This pressure balancing tank also reduces the switching frequency thanks to its buffer volume. Thus the operating life of system increases.
Die Druckausgleichsbehälter verringern durch ihr Puffervolumen zudem die Schalthäufigkeiten. Somit wird die Lebensdauer der Anlage erhöht.
 
  
==Dimensionierung von Ausdehnungsgefäßen==
+
==Dimensioning expansion vessels==
Für eine grobe Bemessung der Gefäßgröße V<sub>n</sub> kann folgende Berechnung verwendet werden:
+
The following calculation can be used as a rough measure of the vessel size V<sub>n</sub>:
  
:'''<math> V_{n} = \frac {0,33 \times Q_{maxA} \times (p_{a} + 1)}{((p_{a}-p_{e}) \times s \times n)} </math>'''
+
<div class="mw-translate-fuzzy">
 +
:'''<math> V_{n} = \frac {0.33 \times Q_{maxA} \times (p_{a} + 1)}{((p_{a}-p_{e}) \times s \times n)} </math>'''
 
{|
 
{|
 
|-
 
|-
| n || = || &nbsp; Pumpenanzahl
+
| n || = || &nbsp; pump number
 
|-
 
|-
| s || = || &nbsp; Schalthäufigkeit 20/h
+
| s || = || &nbsp; switching frequency, normally 20/hr
 
|-
 
|-
| Q<sub>maxA</sub> &nbsp; || = || &nbsp; Volumenstrom im Auslegungspunkt
+
| Q<sub>maxA</sub> &nbsp; || = || &nbsp; operating point flow rate, m³/hr
 
|}
 
|}
 +
</div>
  
  
'''Beispiel:''' RAINMASTER Favorit 40
+
'''Example:''' RAINMASTER Favorit 40
  
Auslegungspunkt: 2,5 bar bei 70 l/min = 4,2 m³/h
+
Operating point: 2.5 bar at 70 L/min = 4.2 m³/hr
  
:'''<math> V_{n} = \frac {0,33 \times 4,2\ \frac {m^2}{h} \times (6\ bar + 1)} {((6\ bar\ - 2,5\ bar) \times \frac {20}{h} \times 1)} = 0,139\ m^3 = 139\ l </math>'''
+
:'''<math> V_{n} = \frac {0.33 \times 4.2\ \frac {m^2}{h} \times (6\ bar + 1)} {((6\ bar\ - 2.5\ bar) \times \frac {20}{h} \times 1)} = 0.139\ m^3 = 139\ l </math>'''
  
:'''Einsatz eines Behälters mit 150 Liter'''.
+
:'''Use a 150 litre tank'''  
  
Aus Gründen der Energieeffizenz empfiehlt sich immer der Einbau des nächst größeren Ausdehnungsgefäßes.
+
It is always advisable to install the next larger expansion tank available for energy efficiency.
  
=Quellen=
+
=Sources=

Aktuelle Version vom 4. Februar 2021, 07:36 Uhr

Sprachen:
Deutsch • ‎English


Non-potable water centres, also known as operation and monitoring centres, domestic water systems, non-potable water systems, rainwater units or rainwater centres, are ready-to-connect devices for the non-potable water supply, consisting of integrated pump, controller and drinking water backup.

Types of pumps

Diaphragm pumps for single-family house

Functioning of a diaphragm pump

Diaphragm pumps are an independent type of displacement pump, which are used in several fields, e.g. in family houses with small gardens. An elastic diaphragm is moved up and down by a piston. During the downward stroke the liquid is sucked through the inlet valve. During the upward stroke, the diaphragm presses the fluid out through the outlet valve from the pump head. The pumping cylinder is hermetically separated from the pump drive by the diaphragm. This means that diaphragm pump supplies uncontaminated fluid. Thus, all essential water fixtures can be sufficiently supplied in a single-family house by using very small pumps with very small flow rates. Due to the huge benefits in energy consumption and performance, suction characteristics and especially low noise level, these pumps are increasingly used in the single-family house applications, e.g. in the domestic water unit, RAINMASTER Eco. The optimum range of all fixtures in a single-family house falls very close to the pump characteristic curve. In contrast, for centrifugal pumps, which are currently used for rainwater harvesting, the usual operating points are very far from the characteristic curve (see diagram). This implies unnecessary power consumption in virtually all operating conditions of the centrifugal pump. The diaphragm pump, selected for rainwater harvesting or greywater recycling, ensures a maximum pressure of 3.5 bar and a maximum flow rate of 10 L / min. This is not only sufficient for most applications in a single-family house, but also offers an ideal performance range. For the most commonly used fixtures, e.g. toilet flushing, even 1 bar and 5 L / min is actually sufficient (see diagram). If several fixtures are simultaneously opened, then this results simply in a longer filling time for the fixture.

Comparison of pump curves for diaphragm and centrifugal pump
Comparison of pump curves for diaphragm and centrifugal pump

Q: Flow rate [L/min] Operating point, toilet
H: Pressure head loss [m] Operating point, washing machine:  ●
Centrifugal pump (multi-stage): Blue Operating point, 10 m garden hose:
Diaphragm pump: Magenta Operating point, garden faucet: +

The flow rate is largely independent of pressure loss in the pressure pipe (see characteristic curves) due to the mode of operation of the pump (displacement principle). With a garden hose for instance, this does not lead to a sharp decrease in the flow rate i.e. with a centrifugal pump.

Multi-stage suction pumps for medium-sized commercial systems

With water reuse applications, high-quality, corrosion-free multi-stage centrifugal pumps should be used. Meanwhile, multi-stage pumps with noise levels of ca. 65 dbA or less are available. Such domestic water units (non-potable water systems) e.g. RAINMASTER Favorit are integrated with drinking water backup and control in a single device. These units can self-prime to 15 m with a suction height of 3 m and are suitable for supplying all fixtures in medium-sized commercial or single-family houses with large gardens without an extra charging pump.

Multi-stage submersible pumps purely for garden irrigation

Submersible pumps with integrated control are suitable for using rainwater for garden irrigation. The pressure pipe can be installed directly from the tank to the garden faucet. Drinking water breakup in this case is direct into the cistern, e.g. with a RAINMASTER D. Here the submersible pump produces no noise and since it requires no space in an installation room, they can be used in construction projects where there is no space for a domestic water unit. Additionally the distance between the cistern and the installation room plays no role with the submersible pump. Since these pumps are installed in the cistern and are in constant water contact, they are exposed to difficult external conditions. Therefore they should be completely made of stainless steel and corrosion-resistant plastic. To protect the drive motor, double shaft seals should be used.

Multiple pumping system

Multiple pumping system

With larger systems (office buildings, industry, large apartment buildings, etc.) several domestic water units can be operated in parallel. This has the following advantages:

  • higher security of supply especially with redundant operation as with e.g. the RAINMASTER Favorit SC
  • Minimizing power consumption
  • Increasing operational lifetime

In larger systems the distance from the storage tank is often too far for direct suction. Therefore a submersible pump first supplies the water to a hybrid tank (intermediate tank). The domestic water units then suction from the hybrid tank.

Immersion pumps for drainage

If the drainage of tanks or individual fixtures in the house to sewage by direct connection is not possible, then an immersion pump is used. These "lift" excess water above the backwater level to the appropriate drainage system. The pumps are characterized by the use of very high-quality materials and can also pump coarse debris depending on the type. These pumps are controlled by float switches, which detect the water level and also implement the necessary protection to prevent dry-running of the pump. Immersion pumps can also be used as charging pumps for suction pumps if the suction performance of the pump is not high enough.

Dimensioning for pumps

See also Online Planner

Diaphragm pump in a domestic water system

Diaphragm pump in a domestic water system

Quick dimensioning for the operating point of the diaphragm pump:

lD: Pipework length hD: geodetic height

Determining the total flow rate QR of the system:

Number of cistern flush toilets   2 * 8 L/min =   16 L/min
Number of water taps   1 * 18 L/min =   18 L/min
Number of washing machines   1 * 15 L/ min =   15 L/ min
  QR   49 L/ min

The actual maximum flow rate is calculated as:

0.1 = Simultaneity factor. See 2.5.2

The operating water supply for the single-family residential area in a special case. Here the recommendations from DIN 1988, part 3 <ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> (German regulation) are difficult to grasp. In practice, calculated values for the simultaneity factor that correspond to between 0.1 and 0.2 have proven successful. The common fixtures like toilets, washing machines, garden taps and high-pressure cleaners will also be supplied together assuming a slightly longer filling time.

In order to supply the fixture with a water pressure of at least 1.6 bar, a 16 m water column is specified in the formula.

Suction: The suction length of the diaphragm pump is also physically limited. Due to the low flow speed there is however a respectively low loss coefficient. Therefore with a suction height of up to 2 m a suction length of 40 m is possible. If the suction performance is not enough, a charging pump can be installed on the suction pipe. Example dimensioning.

Multi-stage suction pump in a domestic water system

Multi-stage suction pump in a domestic water system

The domestic water unit is installed in the basement or installation room of the house and therefore easily accessible and controllable. The pump suctions water out of the tank and subsequently pumps it to the appropriate fixtures.

Quick dimensioning for the operating point of the centrifugal pump:

lD: Pipework length hD: geodetic height

Determining the total flow rate Qr of the system:

Number of cistern flush toilets   _ _ _ * 8 L/min =   _ _ _ L/min
Number of water taps   _ _ _ * 18 L/min =   _ _ _ L/min
Number of washing machines   _ _ _ * 15 L/ min =   _ _ _ L/ min
QR   _ _ _ L/ min

The actual maximum flow rate is calculated as:

The approximate required pumping head is:

(Losses in the suction line are included here)

Result: Operating point of the suction pump: (QSP, Hges) This point must lie below or on the pump curve.

Suction

The suction length of the pumps is physically limited. Therefore with a suction height of up to 2 m a suction length of 16 m is possible. If the suction performance is not enough, a charging pump can be installed on the suction pipe or it can be operated with a hybrid system. Example dimensioning.

Multi-stage submersible pumps

Multi-stage submersible pumps

These pumps do not need suction; rather they directly supply water to fixtures in the house from the tank.

Quick dimensioning:

lD: Pipework length hD: geodetic height

An exact dimensioning can be done with the RAINPLANER software. Determining the total flow rate QR of the system:

Number of cistern flush toilets   _ _ _ * 8 L/min =   _ _ _ L/min
Number of water taps   _ _ _ * 18 L/min =   _ _ _ L/min
Number of washing machines   _ _ _ * 15 L/ min =   _ _ _ L/ min
  QR   _ _ _ L/ min

The actual maximum flow rate is calculated as:

The approximate required pumping head is:

(Losses in the suction line are included here)

Immersion pumps for drainage

Dimensioning as a lift pump is done according to DIN 1986-100<ref name="DIN1986">DIN 1986-100</ref> with a rainfall duration and return period r(5,100).

lD: Pipework length hD: geodetic height

Quick dimensioning with r(5,100) according to DIN 1986-100:

Determining the associated total flow rates QR:

The approximate required pumping head is:

'

The pipe installed should correspond to the pump connection and should be of PE pipe or EPDM rubber hose with steel coil for direct burial. A check valve (non-return valve) should be installed in the pressure line.

Result: Operating point of the immersion pump: (QR, Hges)

This point must lie below or on the pump curve.

Precise pump dimensioning

Often a detailed dimensioning of the pump can be avoided with help from the quick dimensioning. When in doubt, the required pumping capacity should be determined more accurately. For this purpose, the following steps explain the selection of a suitable pump according to DIN 1988, Part 3 and 5<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref>. The required pumping capacity depends on the type of supplied fixture as well as the piping system. The pump must provide the calculated flow rate, Q, at the necessary pressure, herein described as discharge head, H. The flow rate results from the operating values of the fixtures, which should be simultaneously operated. The necessary pressure is composed of three parts:

  • geodetic height (Hges)
  • pressure loss in piping system (Hv)
  • necessary operating pressure (flow pressure) of the fixtures (Hfl)

All possible operating points of a pump are shown on the operating characteristics curve (known as a pump curve or throttle curve) as a Q-H diagram, wherein the pressure is usually expressed as a meter water column (1 bar corresponds to approximately 10 m water column). The operating point of the pump is where the pump curve intersects the system characteristic curve. Each individual fixture has its own system characteristic curve together with the corresponding piping system. This also includes the system characteristic curve resulting from different combinations of fixtures. This results in various different operating points for the pump. In order to avoid calculating all system characteristic curves, the critical fixture demand is determined below, which must be optimally supplied even when several different fixtures are simultaneously operated. The operating point determined in this way should be close to, but below, the pump curve. The chosen pump should optimally supply the system without needing to be oversized and therefore consuming too much electricity.

Pump and system characteristic curves

Determining the theoretical maximum total discharge

The basis of pump dimensioning is determining the maximum required water flow. To calculate the total discharge the calculated flow rates (QR) of the individual fixtures are determined.

The total discharge therefore equals:

Calculated flow rates (QR) and minimum flow levels (Hfl) of selected fixtures (DIN 1988, Part 3)<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref>

Fixtures QR (L/min) Hfl (m)
Outlet valve DN15 18 5
Without aerator DN20 30 5
(Garden connection) DN25* 60 5
Cistern flush toilet 8 5
Pressure-flush for urinal 18 10
Washing machine 15 10

*only with intensive irrigation

Definition of the simultaneity factor

The larger the number of fixtures, the less likely it is that all fixtures will be used in simultaneous operation. Therefore, it is generally not sensible, due to ecological and economic reasons, to choose a pump that is capable of supplying simultaneously all extraction points. The relationship between the required maximum discharge of the pump (QSP) and the total discharge (∑QP) of the extraction points is called the simultaneity factor (f):

The simultaneity factor can therefore be selected smaller, the larger the number of extraction points there are. This allows the installation of smaller pumps with the smallest possible energy requirement, keeping costs low.

A special case is the supply of non-potable water to single family houses. Here, the recommendations from DIN 1988, Part 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> are difficult to estimate. However, in practice, values that mathematically correspond to a simultaneity factor of between 0.1 and 0.2 are found. According to the definition of the simultaneity factor, f, the required maximum discharge of the pump (QSP) is obtained from the determined total discharge:

Therefore QSP may not fall below the maximum individual calculated flow rate QP of the fixtures; otherwise the function of these fixtures is impaired.

Simultaneity factors for rainwater harvesting according to application
Following DIN1988 part 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> Legend: 1 L/s corresponds as equivalent to ca. 8 WC
Total volume flow (L/s) Residential */ Office / Administrative buildings factor (-) Hotels / Hospitals factor (-) Department stores factor (-) Schools factor (-)
0.8 0.60 0.60 0.60 1.00
1 0.55 0.40 0.60 1.00
5 0.25 0.29 0.29 0.68
10 0.18 0.21 0.21 0.48
15 0.14 0.17 0.17 0.38
20 0.13 0.15 0.15 0.32
25 0.11 0.14 0.15 0.28
30 0.10 0.14 0.14 0.25
  • Special case single family house

An exception is non-potable water supply in single family houses. Here, the recommendations from DIN 1988, Part 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> are difficult to estimate. However, in practice, values that mathematically correspond to a simultaneity factor of between 0.1 and 0.2 are found.

Calculating the total discharge head

Pressure loss (Hv)- diagram for fittings
a) check valve DN20 (3/4")
b) check valve DN25 (1")
c) check valve DN32 (5/4")
Pressure loss (Hv) - diagram for hoses and pipes
a) PE-HD DN20 (3/4")
b) 1" hose
c) PE-HD DN25 (1")
d) PE-HD DN32 (1 1/4")

The total discharge head is the height up to which water may still be supplied by the pump at the required maximum flow rate QSP. It can be separately calculated for each fixture. The largest value (usually the total discharge head of the geodetically highest fixture) is critical.

The total discharge head is made up of 3 parts:

  • geodetic height of extraction point
  • flow level of this fixture
  • pressure lost due to friction in piping system and suction pipe


The geodetic height (Hgeo) is equal to the difference of height between the point of extraction and the lowest water level in the tank. The flow level (Hfl) corresponds to the pressure, which must be available in the fixture to ensure smooth functioning. The loss head (Hv) consists of the suction pipe portion (Hvs) [the pipe between pump and controller, in case of submersible pumps] together with the rest of the piping system in the house (Hvr):

The friction loss in the suction pipe (Hvs) can be read from the diagram. Here, however, only the maximum discharge QSP is to be used in place of the total discharge ∑QR. The head loss in domestic piping (Hvr) is determined by the length of the pipe between the control unit and the fixture. With the usual combinations of flow rate and pipe diameter (e.g.: Q = 50 L / min, DN 25; Q = 27 L / min, DN 20; Q = 14 L / min, DN 15), there is an approximate loss of:

Therewith are the losses through elbows, valves, reducers and branches already accounted for (according to DIN 1988, Part 5)<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref>.

The total discharge head, which must be provided by the pump is calculated by:

For submersible and immersion pumps losses on the suction side are not applicable. As described above, the calculation of losses on the pressure side is done with the flow rates determined for these pumps.

Pump performance review

A suitable pump can be selected by the determined values for flow rate (QSP) and for discharge head (H) by means of various pump diagrams. If the calculated point (QSP/ H) lies below the pump characteristic curve, then the performance of the pump is sufficient.

Example: Pump dimensioning

Pumpendimensionierung.png

Legend:

  1. Garden water tap
  2. 6 m long suction hose
  3. Washing machine
  4. Water tank


Summenvolumen.png
Gleichzeitigkeitsfaktor.png

Determining the total flow rates according to DIN 1988 Part 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> Table 11

Connected as fixtures to a rainwater system:

3 cistern flush toilets QR = 8 L/min
1 Washing machine QR = 15 L/min
1 Garden connection DN15 QR = 18 L/ min
Total discharge: ∑QR 57 L/ min

Determining the simultaneity factor according to DIN 1988 Part 3<ref name="DIN1988">DIN 1988 Teil 3 u. 5</ref> Table 12

Maximum discharge QSp = 29 L/min

Calculation of the total discharge head

The total discharge head is determined for the garden connection and upper cistern toilet:

Hgeo Hfl Hvr Hvs H
Garden connection DN 15 5.3 5 5 x 0.2 0.18 x 6 + 0.5 12.9 m
upper cistern toilet 8.1 5 11.5 x 0.2 0.18 x 6 + 0.5 17 m
H = 17 m for the pump selection

Pump performance review

The determined dimensioning point is entered in the pump diagram:

Qsp = 29 L/min ; H =17 m

Suction performance of the pump

With a suction pipe length of 6 m and a geodetic suction height of 2.5 m, the pump can be used without additional arrangements (such as a charging pump).

Controls

Pressure and flow control

The pumps are automatically controlled by pressure and flow dependent circuit-breakers that are installed in the pressure pipe after the pump. The essential function of preventing dry-running is best already integrated in the pump. With the domestic water units, these controllers are already integrated.

Speed control

With single pump systems and multi-pump systems an electronic control for speed regulation can be used. Modern speed-controllers regulate the speed of the pump depending on the pressure. Up to 40% of energy can be saved, e.g. with the RAINMASTER Favorit SC units. A speed-regulator increases the operating life of the pumps and reduces the running noise with low flow rates.

Drinking water backup

An essential component of most non-potable water systems is the automatic supply of fixtures with drinking water during times lacking rainfall (lack of non-potable water, e.g. greywater or rainwater). EN1717<ref name="DIN1717">DIN EN 1717</ref> and DIN 1989<ref name="DIN1989">DIN 1989-1</ref> (non-potable water systems) apply to drinking water backup systems as they prevent contamination of the drinking water with germs from greywater or rainwater. The following requirements must be fulfilled:

Drinking water backup
  • The drinking water must be separated from the non-potable water by an „air-gap“ in order to prevent the backflow of contaminated water into the drinking water installation through a continuous unhindered free flow path. The distance from incoming drinking water and the max. possible water level on the non-potable side is defined as follows: H ≥ 2 x d (inlet of the drinking water pipe), otherwise min. 20 mm.
  • Only the design forms type AA and AB “air-gap” are allowed according to EN1717<ref name="DIN1717">DIN EN 1717</ref>. Non-return valves (check valves), pipe splitters as well as pipe interrupters are not sufficient for separation and are therefore not allowed.
  • Double connections on cistern flush toilets are not allowed.
  • The “air-gap” must be installed as backwater safe.

In principle there are two forms of drinking water backup to decide from:

  • Air-gap in the cistern
  • Air-gap integrated in the non-potable water system (domestic water unit, commercial water centres)

Air gap in the cistern

In this variant the drinking water backup is directly supplied through the "air gap" into the water storage tank. The "air gap" is then best integrated in a ready-to-connect assembly with fixed distances according to DIN 1989<ref name="DIN1989">DIN 1989-1</ref> with stopcock, strainer and slow-closing solenoid valve and is directly connected to the drinking water pipe.

This form of drinking water backup is controlled e.g. by a RAINMASTER D. Due to the open pipe connection between the cistern and building the installation of the system must be considered with the backwater level from the sewer as well as cistern so that the backwater is prevented from entering the building. The "air-gap" for supplying drinking water must be at least 20 cm above the related backwater level, which is usually only the case when the system equipment is installed on the ground floor.

Air gap in the cistern

1. Supplemental supply unit for drinking water backup 7. Submersible pump with integrated controller and SAUGSAGF suction filter
2. RAINMASTER D 24 8. Inlet calmer
3. Drinking water connection 9. Rainwater inlet pipe
4. Pressure pipe to the fixtures 10. Protective conduit for pressure pipe, drinking water backup and RMD 24 control cable
5. Sensor cable for capacitive level measurement 11. Wall bushing
6. PURAIN rainwater filter

Air-gap integrated in a non-potable water system

DVGW.png

With specialized domestic water units for non-potable usage, e.g. the RAINMASTER series, the “air-gap” according to the drinking water standard DIN EN 1717<ref name="DIN1717">DIN EN 1717</ref> in conjunction with the installation standard DIN EN 13077<ref name="DIN13077">DIN EN 13077</ref> is already integrated in the unit. These are considered with an integrated feed tank. This guarantees enough drinking water is available to cover the required needs of the non-potable water (rainwater, greywater or other non-potable water) in case there is no more for supply. The adherence to the standards must be done by a known certification authority (e.g. DVGW). The certification also considers tests for surge pressure behaviour and drinking water compatibility of the materials (KTW certification).


1. Drinking water inlet, backup supply tank 2. Overflow opening, backup supply tank 3. Max. possible water level (in case of malfunction) 4. Air gap H between inlet and max. possible water level = secure separation between drinking water and non-potable water

Drinking water backup device (Type AB) for RAINMASTER series according to DIN EN 1717<ref name="DIN1717">DIN EN 1717</ref>

1. Drinking water inlet, backup supply tank
2. Overflow opening, backup supply tank
3. Max. possible water level (in case of malfunction)
4. Air gap H between inlet and max. possible water level = secure separation between drinking water and non-potable water

The 3-way switchover valve

The 3-way switchover valve

It should be noted that the switchover between non-potable water and drinking water in the non-potable water system (domestic water unit) constitutes a motorized 3-way ball valve (no zonal valves). Only in this way is the installation sure to prevent drawing unwanted water from the drinking water tank by large suction pressure losses or forcing non-potable water into the feed tank with an installation under the water level of the storage tank.

Zeichnung3WegeUmschaltung.png

1. Domestic water unit RAINMASTER Favorit 8. PURAIN rainwater filter
2. Drinking water connection 9. Floating suction filter
3. Pressure connection set 10. Inlet calmer
4. Pressure line connection to fixtures 11. Protective conduit for suction line and sensor cable
5. Suction line 12. Rainwater inlet pipe
6. Suction line 13. Wall bushing
7. Emergency overflow

Expansion vessels

Larger non-potable water systems with many fixtures usually require large expansion vessel as well or a speed-controller to save power. Small pumps like the RM-Eco unit can also be used for larger systems in combination with a large expansion vessel as a buffer tank. With this a particularly high energy efficiency and economic price-performance ratio can be achieved.

Reducing pressure surge

The use of special expansion tanks with a bladder is recommended for rapid shut-off fixtures. This reduces pressure surge and therefore noise that would otherwise be conveyed into the pipe system and may increase due to reverberation. This pressure balancing tank also reduces the switching frequency thanks to its buffer volume. Thus the operating life of system increases.

Dimensioning expansion vessels

The following calculation can be used as a rough measure of the vessel size Vn:

n =   pump number
s =   switching frequency, normally 20/hr
QmaxA   =   operating point flow rate, m³/hr


Example: RAINMASTER Favorit 40

Operating point: 2.5 bar at 70 L/min = 4.2 m³/hr

Use a 150 litre tank

It is always advisable to install the next larger expansion tank available for energy efficiency.

Sources