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[]
[null,"Projekt:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Anmerkung:                                                                                        \nDas Berechnungsprogramm  wird von der SW-Umwelttechnik kostenlos zur Verfügung gestellt. Es wurde unter Beachtung der aktuellen gültigen Normen und von Erfahrungswerten mit größter Sorgfalt erstellt. Dennoch übernimmt die SW-Umwelttechnik keine Haftung dafür, dass das Berechnungsprogramm fehlerfrei ist oder es den Anforderungen des Benutzers genügt. "]
[]
[]
[null,"1)","Definition der Situation"]
[]
[null,"1.1)","Oberflächenentwässerung von mineralölverschmutztem Regenwasser"]
[]
[null,null,"Projizierte Freifläche A1 ",null,null,null,null,null,"m²",null,{"$f":"IF(H9>1,100,0)","v":0},{"$f":"IF(H9*H20/10000<10,K9,200)","v":0},null,null,null,null,"Projizierte Freifläche A1 \nHier wird die Summe aller projizierten Freiflächen in [m²] eingegeben, die über den Mineralölabscheider geleitet werden. Die zu erwartende Leichtflüssigkeitsmenge ist als gering zu bezeichnen."]
[null,null,null,"Regenauffangflächen (Strassen, Tankstellen usw.), auf denen nur geringe Mengen an Schmutz durch Straßenverkehr anfällt"]
[]
[]
[null,null,"Projizierte Freifläche A2 ",null,null,null,null,null,"m²",null,null,{"$f":"IF(H13>1,200,0)","v":0},null,null,null,null,"Projizierte Freifläche A2 \nHier wird die Summe aller projizierten Freiflächen in [m²] eingegeben, die über den Mineralölabscheider geleitet werden. Die zu erwartende Leichtflüssigkeitsmenge ist als gering zu bezeichnen."]
[null,null,null,"Regenauffangflächen (Fahrzeugabstellflächen)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Überdachte, seitlich offene Freifläche A3\nHier wird die Summe der Schlagregenflächen in [m²] von überdachten Flächen eingegeben. Sie errechnet sich:   \nA3 = Σ längste Schlagregenseite x Raumhöhe"]
[null,null,"Überdachte, seitlich offene Flächen A3",null,null,null,null,null,"m²",null,null,{"$f":"IF(H17>1,100,0)","v":0}]
[null,null,null,"Fläche  des Schlagregens (Parkhaus)  "]
[]
[null,null,"Regenspende i  ",null,null,null,null,null,"l/s.ha",null,null,{"$f":"IF(H20>1,100,0)","v":0},null,null,null,null,"Regenspende i \nGem. ÖNORM EN 858-2: Es ist die örtliche Regenspende eines mind. jährlichen Regenereignisses in [l/s.ha] einzugeben. 150l/s.ha sollten jedoch nicht unterschritten werden. \nÖNORM B 5101- Ergänzende Anforderungen zu ÖNORM EN 858-2: Es wird empfohlen, das Kanalsystem für das 5-minütige Regenereignis mit einer 2-jährlichen Wiederkehrhäufigkeit zu bemessen."]
[null,null,null,"Die Regenspende i ist von den örtlichen Regendaten abhängig und ist entsprechend der behördlichen Auflagen anzusetzen."]
[]
[null,null,"Dichte der zu erwartenden Leichtflüssigkeit",null,null,null,null,null," kg/dm³",null,null,null,null,null,null,null,"Dichte der zu erwartenden Leichtflüssigkeit\nAlle auftretenden Leichtflüssigkeiten sind festzulegen. Mittels der Dichtetabelle wird die Dichte jeder Leichtflüssigkeit bestimmt. Der höchste Dichtewert ist in der Eingabetabelle einzusetzen."]
[null,null,null,"(siehe Dichte-Tabelle)",null,"Dichte γ =","bis 0,85 kg/dm³"]
[null,null,null,null,null,"Dichte γ =","bis 0,88 kg/dm³"]
[null,null,null,null,null,"Dichte γ =","bis 0,90 kg/dm³"]
[null,null,null,null,null,"Dichte γ =","bis 0,95 kg/dm³"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Biodiesel- bzw. FAME-Anteil im Dieselkraftstoff cFAME                                                                                                                                                          Biodiesel (Fettsäuremethylester/FAME) wird zur Zeit entweder dem fossilen Dieselkraftstoff mit 7 Vol% Biodiesel-Anteil beigemischt (Bezeichnung des Gemisches: B7) oder als Reinkraftstoff B100 (100 Vol% Biodiesel-Anteil) in Verkehr gebracht."]
[null,null,"Biodiesel- bzw. FAME-Anteil im Dieselkraftstoff cFAME",null,null,null,null,null,"Vol.% ",null,null,{"$f":"IF(H30>0.9,400,0)","v":0},null,2500,{"$f":"IF(H30>0.9,2500,L30)","v":0}]
[]
[null,"1.2)","Objektsentwässerung von mineralölverschmutztem Betriebsabwasser"]
[null,null,null,"gewerbliches  Abwasser aus industriellen Prozessen, Fahrzeugwaschanlagen, Werkstätten, HD-Reiniger"]
[]
[null,null,"Dichte der zu erwartenden Leichtflüssigkeit",null,null,null,null,null," kg/dm³",null,null,null,null,null,null,null,"Anfallstelle - Auslaufventile\nHier werden alle Wasseranschlüsse, die gleichzeitig verwendet werden können, eingetragen. Wird ein Anschluss ausschließlich für z.b.ein HD-Gerät oder Autowaschanlage verwendet, so ist dieser nicht den Auslaufventilen zuzuordnen, sondern ist eigens zu betrachten.\nLiegt der Versorgungsdruck über 4 bar, so ist dieser ebenso einzutragen."]
[null,null,null,"(siehe Dichte-Tabelle)",null,"Dichte γ =","bis 0,85 kg/dm³"]
[null,null,null,null,null,"Dichte γ =","bis 0,90 kg/dm³"]
[null,null,null,null,null,"Dichte γ =","bis 0,95 kg/dm³"]
[]
[]
[null,null,"Anfallstellen",null,null,null,null,null,null,null,null,{"$f":"IF(H69>0.01,100,0)","v":0},null,null,null,null,"Anfallstelle - Hochdruckreinigungsgeräte\nDie Anzahl der HD-Geräte, die gleichzeitig verwendet werden können, ist hier einzutragen.\n                                                       "]
[null,null,null,"Auslaufventile",null,"DN 15 / 1/2\"",null,null,"Stk.",null,{"$f":"IF(H42>0.9,200,0)","v":0},{"$f":"IF(H57>0.9,300,K42)","v":0},null,600,{"$f":"IF(H42>0.9,600,0)","v":0}]
[]
[null,null,null,null,null,"DN 20 / 3/4\"",null,null,"Stk.",null,{"$f":"IF(H44>0.9,200,0)","v":0},{"$f":"IF(H57>0.9,300,K44)","v":0},null,600,{"$f":"IF(H44>0.9,600,0)","v":0}]
[]
[null,null,null,null,null,"DN 25 / 1\"",null,null,"Stk.",null,{"$f":"IF(H46>0.9,200,0)","v":0},{"$f":"IF(H57>0.9,300,K46)","v":0},null,600,{"$f":"IF(H46>0.9,600,0)","v":0},null,"Waschplatz für Lkw, Bau-u. landwirtschaftl. Maschinen\nWerden auf dem Waschplatz Lkw's, Bau-u. landwirtschaftliche Maschinen gereinigt, so ist in das Feld eine 1 einzutragen.\n"]
[]
[null,null,null,null,null,"Versorgungsdruck",null,null,"bar"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Anfallstelle - Autowaschanlage\nDie Anzahl der Autowaschanlagen, die gleichzeitig verwendet werden können, ist hier einzutragen.                                       "]
[null,null,null,"Autowaschanlagen",null,null,null,null,"Stk.",null,null,{"$f":"IF(H51>0.9,300,0)","v":0},null,5000,{"$f":"IF(H51>0.9,5000,0)","v":0}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"gewählter Erschwernisfaktor fx \nBeachten Sie bei der NS-Berechnung des Mineralölabscheiders laut EN858-2, dass dieser bei der EN-Prüfung nur mit Heizöl Extraleicht geprüft wird und in der EN858-2 der Erschwernisfaktor mit 2 festgelegt wurde. Bei offensichtlichem starken Schmutzanfall sollte der Erschwernisfaktor jedoch laut Erschwernisfaktortabelle (empfohlenen Erschwernisfaktor)  angesetzt werden, um die geforderten Grenzwerte hinsichtlich des Restölgehaltes im Abwasser einhalten zu können. Sie haben die Möglichkeit einen  Schmutzfaktor fx >2 in der Eingabetabelle festzulegen. Wird kein Schmutzfaktor eingegeben, so wird mit dem Schmutzfaktor laut EN858-2 gerechnet."]
[null,null,null,"Hochdruckreinigungsgeräte",null,null,null,null,"Stk.",null,{"$f":"IF(H54>0.9,200,0)","v":0},{"$f":"IF(H57>0.9,300,K54)","v":0},null,600,{"$f":"IF(H54>0.9,600,0)","v":0}]
[null,null,null,"Waschplatz für Lkw, Bau-u. landwirtschaftl. Maschinen",null,null,null,null,"ja=1"]
[null,null,null,null,null,null,null,null,null,null,null,{"$f":"H62","v":0}]
[null,null,null,"Waschplatz für Lkw, Bau-u. landwirtschaftl. Maschinen",null,null,null,null,"ja=1"]
[]
[null,null,"gewählter Erschwernisfaktor fx (siehe Erschwernisfaktortabelle)",null,null,null,null,null,null,null,null,{"$f":"MAX(L9:L56)","v":0},null,null,{"$f":"MAX(O8:O55)","v":0}]
[]
[]
[null,null,"gewählter Schlammfangvolumen fst ",null,null,null,null,null,"l / NS",null,null,null,null,null,null,null,"gewähltes Schlammfangvolumen fst \nHier kann das Schlammfangvolumen frei gewählt werden. Bei starken Schlammanfall sollte das Volumen von 400 bis 600 l/NS gewählt werden. Das mindest erforderliche Volumen laut EN 858-2 bleibt jedoch automatisch als Rechnungenwert erhalten. Bei Einsatz von Biodiesel/FAME sollte das Volumen mind. 400l/NS betragen, jedoch mindesten 2,5m³. "]
[]
[]
[null,"1.3)","Schutz von auslaufenden Flüssigkeiten im Objektsbereich"]
[]
[]
[null,null,null,"die maximal zu erwartende auslaufende Leichtflüssigkeits-menge ist anzugeben  (zb. bei Lagerung von Ölfässern)",null,null,null,null,null,null,null,null,null,null,null,null,"Schutz von auslaufenden Flüssigkeiten im Objektsbereich\nHier soll der max. Abflusswert in [l/s] eingetragen werden, der durch unvorhergesehene auslaufende Flüssigkeiten entstehen kann z.b. Leichtflüssigkeitsauslauf bei Lagerung von undichten Ölfässern"]
[null,null,null,null,null,null,null,null,"l/s"]
[]
[null,"SW-Mineraloelabscheider_Bemessungsprogramm_SMA_web 1/1"]

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[null,"Anwendungsfall","Bemerkung","Erschwernisfaktor fx",null,"Schlammfangvolumen"]
[null,null,"Allgemeine Anforderungen:                                            - für Mineralölabscheider der Klasse 1               - Reinigungsmittel entsprechend ÖNORMen  B 5104 B 5105 B 5106","mind. lt. EN 858-2","Empfohlenc)","X * NS / fd           mind. lt. EN 858-2","X * NS / fd          empfohlen"]
[]
[1,"Regenwasser von Tankstellen  (Betankungs- und Manipulationsbereich","kein Anfall von Detergentien","- a)","- ","200 (100 bis NS 10)",200]
[]
["1.1","Gemische aus FAME und Dieselkraftstoffen",null,"- a)","- d)","- a)","400 (jedoch mind. 2,5m³)"]
[]
[2,"Regenwasser von Öllagern und Ölumschlagplätzen",null,"- a)","- ","200 (100 bis NS 10)",200]
[]
[3,"Regenwasser von Parkplätzen",null,"- a)","- ","200 (100 bis NS 10)",200]
[]
[4,"Regenwasser von Straßen usw. in besonderen Fällen",null,"- a)","- ","200 (100 bis NS 10)",200]
[]
[5,"Reinigung (Auslaufen und Leckage) von Fußböden von Werkstätten, Prüfinstituten, Fabriken usw.","Arbeitsräume mit Bodenablauf"]
["5.1","Bei Gebrauch von Reinigungsmitteln",null,2,4,200,300]
["5.2","Ohne Gebrauch von Reinigungsmitteln",null,2,2,200,200]
[]
[6,"Autowäsche"]
["6.1","Von Hand","Nur Reinigung von Fahrzeugflächen, ",2,2,200,300]
["6.2.1","In Waschanlagen \"Portalwaschanlagen\"","Nur Reinigung von Fahrzeugoberflächen, einschließlich Unterbodenwäsche (Niederdruck), ",2,4,"300                          (jedoch mind. 5 m³)",600]
["6.2.2","In Waschanlagen     \"Waschstraßen\"","Nur Reinigung von Fahrzeugoberflächen, einschließlich Unterbodenwäsche (Niederdruck), ","2","6b)","300                          (jedoch mind. 5 m³)",600]
["6.3","Mit Hochdruckgeräten"]
["6.3.1","Reinigung von nicht ölverschmutzten Fahrzeugoberflächen",null,2,4,"200 bzw. 300",400]
["6.3.2","Reinigung von ölverschmutzten Fahrzeugoberflächen",null,2,4,"200 bzw. 300",400]
["6.4","Unterbodenwäsche",null,2,6,"200 bzw. 300",400]
["6.5","Motorwäsche",null,2,8,"200 bzw. 300",400]
["6.6","Mit Hochdruckreinigungsgerät in Selbstbedienung","SB - Freiwaschplätze",2,6,"200 bzw. 300",400]
["6.7","Waschplatz f. Baumaschinen und landwirtschaftliche Maschinen",null,2,6,300,600]
[]
[7,"Reinigen (außer Autowäsche)","Reinigen von Motoren und Teilen"]
["7.1","Mit Hochdruckgerät",null,2,8,200,400]
["7.2","Mit Rotationsreiniger",null,2,10,200,400]
[]
[8,"Entfernen größerer Mengen von Paraffin, Wachs oder ähnlichem von neuen Fahrzeugen, einschließlich Rostschutzbehandlung","In den meisten Fällen ist eine Emulsionstrennanlage oder weitgehende Abwasserbehandlung erforderlich","-","-","-","-"]
[]
[9,"Schrottplätze (Havarieplätze)",null,2,4,200,400]
[]
[10,"Beschickung des Mineralölabscheiders mittels Verdrängerpumpe","nur in Ausnahmefällen","- a)","gewählter    fx * 2",null,400]
[null,"a) in der Bemessung ist laut EN 858 kein Erschwernisfaktor vorgesehen","c) die empfohlenen Erschwernisfaktoren sollten unter der Berücksichtigung von Emulsionsbildung bei  angeführten Prozessen zur erforderlichen Reinigungsleistung (Klasse I ) gewählt werden","d) gemäß DIN 1999-101 wird in Abhängigkeit des FAME-Anteils und der  Zusammenstellung der Anlagenkomponenten ein FAME-Faktor ff berücksichtigt (siehe Tab. 2 der DIN 1999-101)"]
[null,"b) hier wird der erhöhte Wasseranfall gegenüber einer Portalwaschanlage berücksichtigt"]

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["Dichtetabelle für Leichtflüssigkeiten                                          (Auszug aus EN 858-2)                               häufige Leichtflüssigkeiten sind markiert"]
["Leichtflüssigkeit","Dichte bei              15 °C bis 20 °C (kg/dm³)","Abscheidbarkeit","Bemerkungen"]
[null,null,null,"Maximale Löslichkeit in Wasser unter bestimmten Bedingungen","Andere"]
["Essigsäureamylacetat",0.876,"Ja","2,5 g/l","a"]
["Essigsäureethylester",0.9,"Begrenzt","86,0 g/l","Nach gewisser Zeit Zersetzung in Essigsäure und Wasser"]
["Essigsäuremethylester","0,93 bis 0,934","Begrenzt","292 g/l","a  Insbesondere in geschossenen Behältern"]
["Essigsäure-n-butylester",0.876,"Begrenzt","7 g/l","Nach gewisser Zeit Zersetzung in Essigsäure und Ethylalkohol"]
["Aceton",0.79100000000000004,"Nein","Unbegrenzt","-"]
["Bernsteinöl",0.8,"Ja","-","-"]
["Amylalkohol",0.81499999999999995,"Begrenzt","27 g/l","Schädliche Gemische mit Wasser"]
["Benzol",0.87,"Ja","1,8 g/l","a"]
["Butylalkohol",0.81,"Begrenzt","90 g/l","a"]
["Kohlenteeröl","0,86 bis 0,89","Ja","0,2 g/l","-"]
["Kresolöl",1.03,"Nein","20 g/l","-"]
["Cyclohexanol",0.96799999999999997,"Nein","56,7 g/l","-"]
["Cyclohexan","0,778 bis 0,779","Ja","Fast unlöslich","a"]
["Dekaline","0,870 bis 0,896","Ja","Fast unlöslich","-"]
["Dieselkraftstoff, Dieselöl",0.85,"Ja","Fast unlöslich","-"]
["Dietylether",0.71399999999999997,"Begrenzt","75 g/l","Ausgasung aus Ether-Wasser-Gemischen"]
["Dioxan",1.036,"Nein","Unbegrenzt","a  Bei hohen Konzentrationen"]
["Ethylalkohol",0.78900000000000003,"Nein","Unbegrenzt","a  Bei hohen Konzentrationen"]
["Ethylbutyrat (n-Buttersäure-ethylester)",0.879,"Begrenzt","6,2 g/l","a"]
["Ethylmethylketon",0.80600000000000005,"Nein","Gut löslich","-"]
["Ameisensäureethylester","0,919 bis 0,921","Begrenzt","110 g/l","a"]
["Ameisensäuremethylester","0,969 bis 0,971","Begrenzt","300 g/l","a"]
["Heizöl, extraleicht",0.86,"Ja","Fast unlöslich","-"]
["Heizöl, leicht",0.87,"Ja","-","-"]
["Heizöl, mittel",0.92,"Ja","-","-"]
["Heizöl, schwer","0,94 bis 0,99","Begrenzt bei Dichten bis etwa 0,96 g/cm³","Fast unlöslich","-"]
["Schwerbenzin","0,70 bis 0,75","Ja","Fast unlöslich","-"]
["Heptan",0.68400000000000005,"Ja","Fast unlöslich","a"]
["Hexan",0.65900000000000003,"Ja","Fast unlöslich","a"]
["iso-Amylalkohol",0.81299999999999994,"Begrenzt","30 g/l","-"]
["iso-Butylalkohol",0.80600000000000005,"Begrenzt","95 g/l","a  An warmen Tagen"]
["iso-Propylalkohol",0.78500000000000003,"Nein","Unbegrenzt","a"]
["Kerosin (Flugbenzin)",0.8,"Ja","-","a  Wenn Sonnenlicht ausgesetzt"]
["Leichtöl = Heizöl, leicht"]
["Leichtbenzin = Benzin, Gemisch"]
["Holzteeröl = Kohlenteeröl"]
["Schmieröl","0,89 bis 0,90","Ja","Fast unlöslich","-"]
["Methylalkohol","0,790 bis 0,791","Nein","Unbegrenzt","a"]
["Methylcyclohexanol","0,91 bis 0,94","Ja","-","-"]
["Terpentin","0,86 bis 0,87","Ja","-","a  Bei hohen Temperaturen"]
["Parafinöl","0,88 bis 0,94","Ja","Fast unlöslich","-"]
["Pentan","0,625 bis 0,626","Ja","0,36 g/l","a"]
["Benzin, Gemisch","0,77 bis 0,79","Ja","-","a"]
["Markenbenzin","0,68 bis 0,75","Ja","-","a"]
["Benzin, Rennautos",0.78,"Ja. Bei Beurteilung Mischungsrezeptur hinzuziehen","-","a"]
["Petroleum",0.8,"Ja","Fast unlöslich","-"]
["Kiefernöl = Terpentinöl"]
["Propionsäureethylester","0,889 bis 0,891","Ja","22 g/l","a"]
["Propylalkohol",0.80400000000000005,"Nein","Unbegrenzt","-"]
["Propylbutyrat",0.88,"Ja","0,3 g/l","-"]
["Teraline (Tetrahydronaphthalin)","0,967 bis 0,969","Begrenzt","-","-"]
["Testbenzin","0,764 bis 0,794","Ja","Fast unlöslich","-"]
["Toluol","0,866 bis 0,867","Ja","Fast unlöslich","a"]
["Traktorenöl = Dieselkraftstoff und Petroleum",null,null,"-","-"]
["Transformatoröl (Isolieröl)",0.82,null,"-"]
[" - PCB-frei",null,"Ja"]
[" - PCB-haltig",null,"Nein"]
["PCB = Polychlorierte Biphenyle"]
["Xylol","0,862 bis 0,875","Ja","0,2 g/l"]
["Mischung aus Biodiesel/FAME - FAME-Anteil cFAME=5%","0,83*",null,null,"Dieselkraftstoffanteil am Gemisch 95%"]
["Mischung aus Biodiesel/FAME - FAME-Anteil cFAME=10%","0,835*",null,null,"Dieselkraftstoffanteil am Gemisch 90%"]
["Mischung aus Biodiesel/FAME - FAME-Anteil cFAME=40%","0,85*",null,null,"Dieselkraftstoffanteil am Gemisch 60%"]
["Mischung aus Biodiesel/FAME - FAME-Anteil cFAME=100%","0,883*",null,null,"Dieselkraftstoffanteil am Gemisch 0% - Markenname B100"]
["a   Mögliche Bildung explosiver Luft-Gas-Gemische über der Wasseroberfläche"]
["*entsprechend DIN 1999-101-Tabelle 1"]
["ANMERKUNG: Einige dieser Flüssigkeiten können die Werkstoffe der Innenwandungen von Schlammfang, Abscheider und Einbauteile stark angreifen. Es sollte deshalb darauf geachtet werden, Werkstoffe und/oder eine Oberflächenbehandlung vorzusehen, die dem Angriff solcher Leichtflüssigkeiten widerstehen."]

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[null,"Projekt:",null,null,{"$f":"IF(Eingabetabelle!D2=\"\",\"\",Eingabetabelle!D2)","v":""}]
[]
[null,"2)","Bemessung einer Mineralölabscheideanlage nach EN 858-2"]
[]
[null,"2.1)","Bestimmung der Nenngröße NS"]
[]
[null,null,"NS","=","(","Qr","+","fx",".","Qs",")",".","fd",".","ff"]
[]
[null,null,null,"NS",".....","Nenngröße des Abscheiders"]
[null,null,null,"Qr",".....","maximale Regenabfluss in l/s"]
[null,null,null,"fx",".....","Erschwernisfaktor in Abhängigkeit von der Art des Abflusses"]
[null,null,null,"Qs",".....","gesamter Schmutzwasserabfluss in l/s"]
[null,null,null,"fd",".....","Dichtefaktor für die maßgebende Flüssigkeit"]
[null,null,null,"ff",".....","Fame-Faktor"]
[]
[null,null,"Qr","=","(","ψ",".","i",".","A",")"]
[]
[null,null,null,"ψ",".....","Abflussbeiwert",null,null,null,"gewählt für Hartbelag   =",null,null,null,1]
[null,null,null,"i",".....","Regenspende in l/s*ha"]
[null,null,null,"A",".....","Niederschlagsfläche in ha"]
[]
[null,null,"Qr","=","(",{"$f":"N18","v":1},".",{"$f":"Eingabetabelle!H20","v":0},".",{"$f":"(Eingabetabelle!H9+Eingabetabelle!H13+Eingabetabelle!H17)/10000","v":0},")","=",{"$f":"F22*H22*J22","v":0},"l/s"]
[]
[null,null,null,"fx","=",{"$f":"IF(Eingabetabelle!H69>0,1,0)","v":0},".....","Schutz von auslaufenden Flüssigkeiten im Objektsbereich"]
[]
[null,null,null,"fx","=",{"$f":"IF(E62+G62+I62>0,2,0)","v":0},".....","gewerbliches  Abwasser aus industriellen Prozessen, Fahrzeugwaschanlagen, Werkstätten, HD-Reiniger"]
[]
[null,null,null,"fx","=",{"$f":"Eingabetabelle!H59","v":0},".....","laut Eingabetabelle"]
[]
[null,null,"fx","=",{"$f":"MAX(F24,F26,F28)","v":0},".....","gewählt"]
[]
[null,null,"Qs","=","Qs1(xbar)",null,"+","Qs2","+","Qs3","+","Qs4"]
[]
[null,null,null,"Qs1(xbar)",null,"=","Schmutzwasserabfluss von Auslaufventilen"]
[]
[null,null,null,"laut Tabelle 4 entsprechend EN 858-2 gilt: "]
[null,null,null,"1.  Ventil","2.  Ventil","3.       Ventil","4.  Ventil","5.  Ventil","6.  Ventil"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(AA39:AA41)","v":0},0,0,0,0,0]
[null,null,"DN 15",0.5,0.5,0.35,0.25,0.1,0.1,null,{"$f":"R39-S39","v":0},null,null,null,null,null,{"$f":"Eingabetabelle!H46+Eingabetabelle!H44+Eingabetabelle!H42","v":0},{"$f":"IF(Q39=1,D39,0)+IF(Q39=2,D39+E39,0)+IF(Q39=3,D39+E39+F39,0)+IF(Q39=4,D39+E39+F39+G39,0)+IF(Q39=5,D39+E39+F39+G39+H39,0)+IF(Q39=6,D39+E39+F39+G39+H39+I39,0)+IF(Q39>6.1,D39+E39+F39+G39+H39*(Q39-4),0)","v":0},{"$f":"IF(Q41=1,D39,0)+IF(Q41=2,D39+E39,0)+IF(Q41=3,D39+E39+F39,0)+IF(Q41=4,D39+E39+F39+G39,0)+IF(Q41=5,D39+E39+F39+G39+H39,0)+IF(Q41=6,D39+E39+F39+G39+H39+I39,0)+IF(Q41>6.1,D39+E39+F39+G39+H39*(Q41-4),0)","v":0},null,null,null,null,null,{"$f":"Eingabetabelle!H42","v":0},{"$f":"SUM(Y39:Y41)","v":0},{"$f":"IF(Z39>0.9,5,0)","v":0},{"$f":"IF(Z39>1.9,5,0)","v":0},{"$f":"IF(Z39>2.9,5,0)","v":0},{"$f":"IF(Z39>3.9,5,0)","v":0},{"$f":"IF(Z39>4.9,5,0)","v":0},{"$f":"IF(Z39>5.9,5,0)","v":0}]
[null,null,"DN 20",1,1,0.7,0.5,0.2,0.2,null,{"$f":"R40-S40","v":0},null,null,null,null,null,{"$f":"Eingabetabelle!H46+Eingabetabelle!H44","v":0},{"$f":"IF(Q40=1,D40,0)+IF(Q40=2,D40+E40,0)+IF(Q40=3,D40+E40+F40,0)+IF(Q40=4,D40+E40+F40+G40,0)+IF(Q40=5,D40+E40+F40+G40+H40,0)+IF(Q40=6,D40+E40+F40+G40+H40+I40,0)+IF(Q40>6.1,D40+E40+F40+G40+H40*(Q40-4),0)","v":0},{"$f":"IF(Eingabetabelle!H46=1,D40,0)+IF(Eingabetabelle!H46=2,D40+E40,0)+IF(Eingabetabelle!H46=3,D40+E40+F40,0)+IF(Eingabetabelle!H46=4,D40+E40+F40+G40,0)+IF(Eingabetabelle!H46=5,D40+E40+F40+G40+H40,0)+IF(Eingabetabelle!H46=6,D40+E40+F40+G40+H40+I40,0)+IF(Eingabetabelle!H46>6.1,D40+E40+F40+G40+H40*(Eingabetabelle!H46-4),0)","v":0},null,null,null,null,null,{"$f":"Eingabetabelle!H44","v":0},{"$f":"Y40+Y41","v":0},{"$f":"IF(Z40>0.9,5,0)","v":0},{"$f":"IF(Z40>1.9,5,0)","v":0},{"$f":"IF(Z40>2.9,5,0)","v":0},{"$f":"IF(Z40>3.9,5,0)","v":0},{"$f":"IF(Z40>4.9,5,0)","v":0},{"$f":"IF(Z40>5.9,5,0)","v":0}]
[null,null,"DN 25",1.7,1.7,1.2,0.85,0.3,0.3,null,{"$f":"IF(Eingabetabelle!H46=1,D41,0)+IF(Eingabetabelle!H46=2,D41+E41,0)+IF(Eingabetabelle!H46=3,D41+E41+F41,0)+IF(Eingabetabelle!H46=4,D41+E41+F41+G41,0)+IF(Eingabetabelle!H46=5,D41+E41+F41+G41+H41,0)+IF(Eingabetabelle!H46=6,D41+E41+F41+G41+H41+I41,0)+IF(Eingabetabelle!H46>6.1,D41+E41+F41+G41+H41*(Eingabetabelle!H46-4),0)","v":0},null,null,null,null,null,{"$f":"Eingabetabelle!H44+Eingabetabelle!H46","v":0},null,null,null,null,null,null,null,{"$f":"Eingabetabelle!H46","v":0},null,{"$f":"IF(Y41>0.9,5,0)","v":0},{"$f":"IF(Y41>1.9,5,0)","v":0},{"$f":"IF(Y41>2.9,5,0)","v":0},{"$f":"IF(Y41>3.9,5,0)","v":0},{"$f":"IF(Y41>4.9,5,0)","v":0},{"$f":"IF(Y41>5.9,5,0)","v":0}]
[null,null,null,null,null,null,null,"Qs1(4bar)",null,"=",{"$f":"SUM(K39:K41)","v":0},"bei 4 bar Versorgungsdruck",null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(AA40:AA41)","v":0},0,0,0,0,0]
[]
[null,null,"Qs1(xbar)",null,"=","   Qs1(4bar)",null,"/","4bar","/","x bar"]
[]
[null,null,"Qs1(xbar)",null,"=",{"$f":"K42","v":0},null,"/",4,"/",{"$f":"IF(Eingabetabelle!H48>4,Eingabetabelle!H48,4)","v":4},"=",{"$f":"F46/SQRT(I46/K46)","v":0},"l/s"]
[]
[null,null,"Qs2","=",2,"l/s",".",{"$f":"Eingabetabelle!H51","v":0},"=",{"$f":"E48*H48","v":0},"l/s"]
[]
[null,null,null,"Qs2",".......","Schmutzwasserabfluss von Autowaschanlagen"]
[]
[null,null,"Qs31","=",{"$f":"IF(H48>0.9,\"1\",\"2\")","v":"2"},"l/s",".",{"$f":"IF(Eingabetabelle!H54>0.9,1,0)","v":0},"=",{"$f":"IF(Eingabetabelle!H54>0.9,E52*H52,0)","v":0},"l/s",".....","1. HD-Gerät"]
[null,null,"Qs32","=",1,"l/s",".",{"$f":"IF(Eingabetabelle!H54<1,0,Eingabetabelle!H54-1)","v":0},"=",{"$f":"E53*H53","v":0},"l/s",".....","2.,3.,4., usw. HD-Gerät"]
[null,null,"Qs3","=",null,null,null,null,null,{"$f":"SUM(J52:J53)","v":0},"l/s"]
[]
[null,null,null,"Qs3",".......","Schmutzwasserabfluss von Hochdruckreinigungsgeräten"]
[]
[null,null,"Qs4","=",{"$f":"Eingabetabelle!H69","v":0},"l/s"]
[]
[null,null,null,"Qs4",".......","Schmutzwasserabfluss von auslaufenden Leichtflüssigkeiten"]
[]
[null,null,"Qs","=",{"$f":"M46","v":0},"+",{"$f":"J48","v":0},"+",{"$f":"J54","v":0},"+",{"$f":"E58","v":0},"=",{"$f":"E62+G62+I62+K62","v":0},"l/s"]
[]
[null,"Projekt:",null,null,{"$f":"E1","v":""}]
[]
[null,null,"γ","=",{"$f":"IF(Eingabetabelle!H23>Eingabetabelle!H35,Eingabetabelle!H23,Eingabetabelle!H35)","v":0},"kg/dm³",null,".......","gewählte Dichte"]
[]
[null,null,"Dichtefaktor laut Tabelle 3 entsprechend EN 858-2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"≥"]
[null,null,null,null,null,null,null,null,null,null,"S-II-I-P",null,"S-II-P",null,"S-I-P*"]
[null,null,"γ","=",null,"bis",0.85,null,"fd","=",1,null,1,null,1]
[null,null,"γ","=",0.85,"bis",0.9,null,"fd","=",1,null,1.5,null,2]
[null,null,"γ","=",0.9,"bis",0.95,null,"fd","=",1,null,2,null,3,null,null,null,{"$f":"IF(E66>0.9,-1,0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(E66>0.8501,1,0)","v":0}]
[null,null,"*","Klasse I Abscheider mit ausschließlicher Schwerkraftabscheidung",null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(S73:S74)","v":0}]
[null,null,"für die weitere Berechnung werden die Dichtefaktoren aus obigen markierten Feldern herangezogen"]
[]
[null,null,"ff","=",{"$f":"IF(Eingabetabelle!H30>10,N88,K88)","v":1},null,null,".......","gewählter FAME-Faktor lt. Tabelle 2"]
[]
[null,null,"FAME-Faktor laut Tabelle 2 entsprechend DIN 1999 Teil 101"]
[null,null,"Tabelle 2--Fame-Faktoren ff; cFAME entspricht dem Biodiesel- bzw. FAME-Anteil im Dieselkraftstoff "]
[null,null,"Zusammenstellung der Anlagenkomponenten nach ÖNorm EN-858-2",null,null,"FAME-Anteil"]
[null,null,null,null,null,"cFame"]
[null,null,null,null,null,"%(VIV)"]
[null,null,null,null,null,"cFame ≤ 2",null,"2 < cFame ≤ 5",null,null,"5 < cFame ≤ 10",null,null,"cFame > 10"]
[null,null,"S-II-P",null,null,1,null,1.25,"fd","=",1.5,null,null,1.75]
[null,null,"S-I-P*",null,null,1,null,1,"fd","=",1.25,null,null,1.5]
[null,null,"S-II-I-P",null,null,1,null,1,"fd","=",1,null,2,1.25]
[]
[null,null,"*","Klasse I Abscheider mit ausschließlicher Schwerkraftabscheidung"]
[null,null,"für die weitere Berechnung werden die Dichtefaktoren aus obigen markierten Feldern herangezogen"]
[]
[null,"2.2)","Bestimmung des Schlammfangvolumens"]
[]
[null,null,"Vsf","=","(","Qr","+","fx",".","Qs",")",".","fsf"]
[]
[null,null,null,"Vsf",".....","erforderliches Schlammfangvolumen"]
[]
[null,null,null,"fsf",".....","Schlammfangfaktor in Abhängigkeit vom Schlammanfall"]
[]
[null,null,null,"fsf","=",100,"......","a) Prozessabwasser mit geringen Schlammmengen "]
[null,null,null,null,null,null,null,"b) Regenauffangflächen (Straßen, Tankstellen usw.)"]
[null,null,null,null,null,null,null,"c) für max. NS 9"]
[null,null,null,"fsf","=",200,"......","a) Tankstellen, Pkw-Wäsche von Hand, Teilewäsche"]
[null,null,null,null,null,null,null,"b) Omnibus-Waschstände"]
[null,null,null,null,null,null,null,"c) Abwasser aus Reparaturwerkstätten, Fahrzeugabstellflächen"]
[null,null,null,null,null,null,null,"d) Kraftwerke, Maschinenbaubetriebe"]
[null,null,null,"fsf","=",300,"......","a) Waschplätze für Baustellenfahrzeuge, Baumaschinen"]
[null,null,null,null,null,null,null,"und landwirtschaftliche Maschinen"]
[null,null,null,null,null,null,null,"b) Lkw-Waschstände"]
[null,null,null,null,null,null,null,"c) automatische Fahrzeugwaschanlagen, "]
[null,null,null,null,null,null,null,"z.B.Portalwaschanlagen, Waschstrassen"]
[null,null,null,"fsf","=",400,"......","Bei Einsatz von Gemischen aus Biodiesel/FAME und Dieselkraftstoff,"]
[null,null,null,null,null,null,null,"jedoch mind. 2,5m³"]
[]
[null,null,"fsf","=",{"$f":"Eingabetabelle!L59","v":0},"......","gewählt laut obiger Aufstellung"]
[]
[null,null,"Vsf","=","(",{"$f":"M22","v":0},null,"+",{"$f":"E30","v":0},".",{"$f":"M62","v":0},")",".",{"$f":"E116","v":0}]
[]
[null,null,"Vsf","=",{"$f":"(F118+I118*K118)*N118","v":0},null,"l","=",{"$f":"E120/1000","v":0},null,"m³"]
[]
[null,null,"jedoch mindestens ",null,null,null,{"$f":"Eingabetabelle!O59","v":0},null,"l","=",{"$f":"G122/1000","v":0},"m³","laut Tabelle 5  EN 858-2 bzw. "]
[null,null,null,null,null,null,null,"Mindestwert bei Verwendung von Gemischen aus FAME und Dieselkraftstoff"]
[null,"Projekt:",null,null,{"$f":"E1","v":""}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Type",null,null,null,"NS",null,"SF"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SMA-2/4-EN",null,null,null,4,0,{"$f":"AD127*1000","v":0}]
[null,"2.3)","Erforderliche Mineralölabscheideanlage nach EN 858",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SMA-2/4-0,9-EN",null,null,null,4,0.9,{"$f":"AD128*1000","v":900},{"$f":"AC128*1000000","v":4000000},{"$f":"AE128+AF128","v":4000900},{"$f":"AG128-$R$149","v":4000900},{"$f":"IF(AH128>-1,AH128,15000)","v":4000900},{"$f":"IF(AI128=$AI$232,1,0)","v":1},{"$f":"IF(AJ128=1,AD128,0)","v":0.9}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SMA-2/4-1,4-EN",null,null,null,4,1.4,1400,4000000,4001400,4001400,4001400,0,0]
[null,null,"Mineralölabscheider Zusammenstellung S-II-I-P",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SMA-2/4-1,8-EN",null,null,null,4,1.8,1800,4000000,4001800,4001800,4001800,0,0]
[null,null,"mit  Platten-Koaleszenz-Einsätzen",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SMA-2/4-2,5-EN",null,null,null,4,2.5,2500,4000000,4002500,4002500,4002500,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SMA-2/4-3,2-EN",null,null,null,4,3.2,3200,4000000,4003200,4003200,4003200,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SMA-2/4-5,0-EN",null,null,null,4,5,5000,4000000,4005000,4005000,4005000,0,0]
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[]
[]
[]
[]
[]
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{"sheet":"erford. Mineralölabscheider","index":4,"n_rows":42,"n_cols":21,"rows_kept":42,"cut":false,"hidden":false,"merged":[[44,1,44,13],[10,1,10,13],[20,1,20,13],[32,1,32,13],[33,1,33,13],[11,1,11,13],[21,1,21,13],[17,9,17,10],[29,9,29,10],[41,9,41,10],[7,1,8,13],[0,0,1,2],[0,3,1,12],[0,13,2,14],[43,1,43,13]]}
["Projekt:",null,null,{"$f":"IF(Eingabetabelle!D2=\"\",\"\",Eingabetabelle!D2)","v":""}]
[]
[]
[]
[]
["3)","Erforderliche Mineralölabscheideanlage nach EN 858-2"]
[]
[null,"Für die in der Eingabetabelle dargestellte Situation sind folgende Mineralölabscheidertype entsprechend EN 858 einsetzbar: "]
[]
[]
["3.1)","Mineralölabscheider Zusammenstellung S-II-I-P"]
[null,"mit Filter-oder Platten-Einsätzen"]
[]
[null,"Nenngröße",null,null,null,null,"NS","=",{"$f":"Bemessung!E138","v":0}]
[]
[null,"Schlammfangvolumen",null,null,null,null,"Vsf","=",{"$f":"Bemessung!O145/1000","v":0},"m³","mind. jedoch",null,null,{"$f":"Bemessung!O147/1000","v":0},"m³"]
[]
[null,"Schwimmer tariert auf Dichte",null,null,null,null,"γ","=",{"$f":"Bemessung!E66","v":0},"kg/dm³"]
[]
[]
["3.2)","Mineralölabscheider Zusammenstellung S-I-P"]
[null,"mit Filter-oder Platten-Einsätzen"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Bemessung!E66","v":0},{"$f":"IF(Q23>0.85,1.5,1)","v":1},{"$f":"IF(Q23>0.9,2,0)","v":0},null,{"$f":"MAX(R23:S23)","v":1}]
[null,"Nenngröße",null,null,null,null,"NS","=",{"$f":"I14*U23","v":0},null,null,null,null,null,null,null,{"$f":"Eingabetabelle!H30","v":0},{"$f":"IF(Q24>2,1.25,1)","v":1},{"$f":"IF(Q24>5,1.5,0)","v":0},{"$f":"IF(Q24>10,1.75,0)","v":0},{"$f":"MAX(R24:T24)","v":1}]
[null,"Nenngröße",null,null,null,null,"NS","=",{"$f":"I24*U24","v":0},"*"]
[null,"*Bei Einsatz von Gemischen aus Biodiesel/FAME und Dieselkraftstoff"]
[]
[null,"Schlammfangvolumen",null,null,null,null,"Vsf","=",{"$f":"I16","v":0},"m³","mind. jedoch",null,null,{"$f":"N16","v":0},"m³"]
[]
[null,"Schwimmer tariert auf Dichte",null,null,null,null,"γ","=",{"$f":"I18","v":0},"kg/dm³"]
[]
[]
["3.3)","Mineralölabscheider Zusammenstellung S-II-P "]
[null,"ausschließlich Schwerkraftabscheidung ohne Filter-oder Platten-Einsätzen"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Bemessung!E66","v":0},{"$f":"IF(Q35>0.85,2,1)","v":1},{"$f":"IF(Q35>0.9,3,0)","v":0},null,{"$f":"MAX(R35:S35)","v":1}]
[null,"Nenngröße",null,null,null,null,"NS","=",{"$f":"I14*U35","v":0},null,null,null,null,null,null,null,{"$f":"Eingabetabelle!H30","v":0},{"$f":"IF(Q36>2,1,1)","v":1},{"$f":"IF(Q36>5,1.25,0)","v":0},{"$f":"IF(Q36>10,1.5,0)","v":0},{"$f":"MAX(R36:T36)","v":1}]
[null,"Nenngröße",null,null,null,null,"NS","=",{"$f":"I36*U36","v":0},"*"]
[null,"*Bei Einsatz von Gemischen aus Biodiesel/FAME und Dieselkraftstoff"]
[]
[null,"Schlammfangvolumen",null,null,null,null,"Vsf","=",{"$f":"I16","v":0},"m³","mind. jedoch",null,null,{"$f":"N16","v":0},"m³"]
[]
[null,"Schwimmer tariert auf Dichte",null,null,null,null,"γ","=",{"$f":"I18","v":0},"kg/dm³"]