ingenieurbüro anlage 1 zum gutachten nr. 10-09-8 dipl.-ing ... · kombinierter geh.- und radweg...
TRANSCRIPT
Anlage 1 zum Gutachten Nr. 10-09-8
Ingenieurbüro für Schallschutz
Dipl.-Ing. Volker Ziegler
Übersichtsplan
"op. Karte 1:25000 Schleswig-Holstein/Hamburg J) Landesvermessunqsamt Schleswig-Holstein. Bundesamt für Kartoaraohie und Geodäsie 2005
Anlage 2 zum Gutachten Nr. 10-09-8
Ingenieurbüro für Schallschutz ;
Dipl.-Ing. Volker Ziegler i
SATZUNG DER GEMEINDE RATEKAU ÜBER DEN VORHABENBEZOGENEN
BEBAUUNGSPLAN NR. 2 für das Gebiet in Ralekau westlich der Hauptstraße und Bäderstraße, nördlich der Jürgen-Glüe-Koppel
östlich und südlich der Rosenstraße sowie südlich des Wilhelm-Rehpenn-Platzes
VORABZUG ÜBERSICHTSPLAN
Stand: 07. September 2010
VORHABENBEZOGENER BEBAUUNGSPLAN NR. 2 DER GEMEINDE RATEKAU TEIL A: PLANZEICHNUNG M 1 : 1.000
Anlage 3 zum Gutachten Nr. 10-09-8
Zeichenerkläru
K . - K C L : « = . T B
Q
■°0
&
) 1
.3
— t t
i
\ \
ng für den Bestand: Hecke
Zaunaniags
Mauer
Straßenablaut
Revisionsschacht
Lampe
Baum
Kabeltasten (Strom)
Kabekasten (Post)
Kabefcchachl (Strom)
Kabetschacht (Post)
Schieberkappe Gas
Schieberkappe Wasser
Unterflurhydrant
Überflurhydrant
Tor 1 Zufahrt
Höhe über NN
Verkehrsschiber
LSA (Ampel)
\ \
Zeichenerklärung für die Planum:
c
L
m
*-
Fahrbahn
Stellplätze
Marktplatz
Gehweg
Gehweg (übertabrbar)
Radweg
kombinierter Geh.- und Radweg
Grundstückszufahrt
Innenring Kreisel (Granit-Großprtasler)
Buswarteflache
Freifläche (Granil-Kbinpflaster)
Deckkies
Grünfläche
B ode nauftragsboschung
Stra Se nablauf
Stra Benbele uchtung
Baumscheibe
Po;!e<
abgesenkter Bordstein
Baum
B-Plan-Grenze
Anlage 4 zum Gutachten Nr. 10-09-8
NR. ART DER Ä N D E R U N G NAME D A T U M
Gemeinde Ratekau ffikl
Vorentwurf Herstellung der äußeren Erschließungsanlagen für die Errichtung eines Nahversorgungszentrums im
Geltungsbereich des vorhabenbezogenen B-Planes Nr.2 der Gemeinde Ratekau
Lageplan Verkehrsflächen
Hriahfc:
totig.;
Seil Ctft-lfirOetttr:
Kuhle
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CAD I M :
Capto ItttHK
toflUrtlft: Kltl, An SI. Aujüal 2010
I n g e n i e u r b ü r o für Tiefbau u n d Vermessung GbR
R f l t h e u o s t r . 2 • 24103 Kiel
Te l . : 0431/07429-0 Fax.:-99
Lageplan des Berechnungsmodells mit Schallquellen und Immissionsorten
ANLAGE 5 Gutachten 10-09-8 Plotdatei: plan M1:1000
Vorhabenbez. Bebauungsplan Nr. 2 der Gemeinde Ratekau (EKZ an der Rosenstraße)
Auftraggeber: Gemeinde Ratekau Bäderstraße 19 23626 Ratekau
Ing.-Büro für Schallschutz Grambeker Weg 146 23879 Mölln Tel.: 0 45 4 2 / 8 3 62 47
Anlage 6 zum Gutachten Nr. 10098 Ingenieurbüro
für Schallschutz Dipl.-Ing. Volker Ziegler
Schallausbreitungsberechnungen nach DIN ISO 9613-2 und Berechnungen der Beurteilungspegel nach TA Lärm
Erläuterungen der Spaltenüberschriften in den Berechnungsblättern
Spaltenüberschrift
Emission
RQ
Anz/L/Fl
-W.ges
min. ds
Dc
D,
-rnet
D refl
Adiv
Agr
*atm
■\>ar
-AT
K EZ
KF
Immission
Bedeutung
Schallleistungspegel Lw für Punktschallquellen (RQ = 0), längenbezogener Schallleistungspegel Lw' für Linienschallquellen
(RQ = 1), flächenbezogener Schallleistungspegel Lw" für horizontale Flächenschallquellen (RQ = 2) und für vertikale Flächenschallquellen
(RQ = 3)
Art der Schallquelle (s.o.)
Anzahl der Punktschallquellen, Länge der Linienschallquellen, Fläche der Flächenschallquellen
Gesamtschallleistung
Minimaler Abstand zwischen der Schallquelle und dem Immissionsort
Richtwirkungskorrektur (3 für Schallquellen auf ebenen Flächen = K0 nach VDI 2714) bei Berechnung der Bodendämpfung Agr nach
Abschnitt 7.3.2 der DIN ISO 96132
Richtwirkungsmaß
Meteorologische Korrektur nach DIN ISO 96132
Pegelerhöhungen durch Reflexionen
Geometrische Ausbreitungsdämpfung
Dämpfung aufgrund des Bodeneffektes (hiernach DIN ISO 96132 Abschnitt 7.3.2)
Dämpfung aufgrund der Luftabsorption
Dämpfung aufgrund von Abschirmung
Mittelungspegel der Schallquelle am Immissionsort
Einwirkzeitkorrektur = 10xlg(Einwirkzeit/16 Std. tags) bzw. 10xlg(Einwirkzeit lauteste Stunde/1 Std.) nachts
Ruhezeitzuschlag, bezogen auf gesamte Einwirkzeit
Mittelungspegel der Schallquelle mit Einwirkzeitkorrekturen und Ruhezeitzuschlägen = TeilBeurteilungspegel
Gesamt Beurteilungspegel
Projekt: LäirrditmiBsionsberechnungen Vor- und Zusatzbelastung
Berechnung räch ISO 9613-2 mit Suninenpegeln bei 500 Hz, Agr nach Nr. 7.3.2
Auftrag Datum 22/09/2010
Aufpjnlctbezeichnung Lage des Aufpunktes
101 1.0G S -EftS. - GEB.: ROSENSTR. 2 Xi= 4417.0005 km Yi= 5980.5112 km Zi= 6.00 m Tag Nacht 56.6 dB(A) 0.0 dB(A)
| Emittent | Name | Ident
| 01/ Pkw PB | -| 02/ Pkw Ein-Ausf. NO | -| 03/ Pkw Ein-Ausf. NW j -1 04a/ Pkw Durch ges j -| 04b/ Pkw Durchf Teil | -| 05/ EKW Discounter | -1 06/ EKW Frischemarkt | -| 07/ Lkw An-Abfahrt | -1 08a/ Lkw Rang Disc | -| 08b/ Entladung Disc. j -| 09a/ Lkw Rang Fachm j -j 09b/ Entladung Frisc j -| 10/ Entladung Fachm j -| IIa/ Netto | -| IIb/ Blücher | -
Emission
Tag dB(A)
34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0
Nacht dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' LW" Lw' Lw" Lw Lw" Lw"
RQ | 1 1
2.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 3.0| 1.0| 3.0| 0.0| 2.0| 2.0|
Anz./L/Fl
/ m / ojn
Lw, Tag
dB(A)
ges Nacht
□B(A)
3691.0 | 70.0 | 0.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds De |
1 m | dB |
29.7 20.6 114.4 42.3 51.3
117.5 131.1 16.4
112.9 126.7 100.1 112.8 123.9 35.0 80.6
3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3-01 6.0' 3.0[ 6.0| 3.0| 3.0| 3.0|
DI
dB
mittlere Werte für Ortet
Tag Nacht Drefl
dB | dB | dB
0.0 1 0.0 1 0.0 1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.4 0.0 0.3 2.5 2.5 0.0 1.7 0.0 1.2 0.0 2.1 0.2 0.1
Adiv Agr
dB | dB
Aatm Abar L AT
Tag Nacht
Zeitzuschläge KEZ
Tag
dB | dB | dB(A) | ÖB(A) | dB
-48.2 -2.3 1 -0.1 1 -0.2 1 22.3 1 0.0 1 22.8 -39.8 -52.2 -47.2 -49.9 -52.5 -53.4 -43.3 -52.4 -53.0 -51.5 -52.0 -52.9 -45.5 -51.3
-0.1 -3.7 -2.3 -3.1 -3.7 -3.8 -0.4 -3.6 -3.6 -3.5 -3.4 -3.7 -2.1 -3.4
-0.1 -0.2 -0.1 -0.2 -0.2 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2
0.0 -0.9 -0.6 0.0 0.0 0.0 -0.1 0.0 -1.0 0.0 0.0 0.0 0.0 -0.6
27.2 9.4
19.8 21.9 21.1 20.0 47.1 36.5 40.2 37.2 42.4 48.3 52.6 37.2
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
Nacht
dB
KR Tag
dB
Im | (L AT+KEZ+KR) | Tag Nacht |
dB(A) | dB(A) |
0.0 1 0.6 1 45.7 1 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
50.1 22.6 43.2 42.3 41.0 40.8 46.8 34.5 35.9 35.2 38.1 36.3 52.6 37.2
0.0 j o.o j o.o j o.o | o.o I o.o 1 o.o 1 0.0 j 0.0 j 0.0 j 0.0 j 0.0 | 0.0 | 0.0 |
> £U CQ CD ->1 N C 3 Q c o IT CD" 3
o CD i OO
Aufpunktbszeichnung Lage des Aufpunktes
: 101 2.0G S -FAS. - C3EB.: R0SEN5TR. 2 : Xi= 4417.0005 km Yi= 5980.5112 km Zi= 8.70 m
Tag Nacht : 57.1 dB(A) 0.0 dB(A)
| Emittent | Name | Ident
| 01/ Pkw PB | -
02/ Pkw Ein-Ausf. NO j -03/ Pkw Ein-Ausf. NW | -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil | -05/ EKW Discounter ] -06/ EKW Frischemarkt | -07/ Lkw An-Abfahrt | -08a/ Lkw Rang Disc | -08b/ Entladung Disc. | -09a/ Lkw Rang Fachen | -09b/ Entladung Frisc | -10/ Entladung Fachm j -IIa/ Netto | -IIb/ Blücher | -
Emission
Tag dB(A)
34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8
100.0 65.0 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / qm
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 | 906.4 |
Lw.ges Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
30.3 21.5 114.5 42.7 51.7 118.1 131.2 17.5
113.0 126.9 100.3 112.9 124.1 35.5 80.8
De
dB
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere Werte für Onet
Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Drefl
dB
0.1 0.0 0.4 0.0 0.3 2.5 2.5 0.0 1.7 0.0 1.1 0.0 2.1 0.2 0.1
Adiv
dB
-48.1 -40.1 -52.4 -47.2 -49.9 -52.4 -53.4 -43.5 -52.4 -53.0 -51.4 -52.1 -52.9 -45.7 -51.4
Agr Aatm
dB | dB
-1.6 | -0.1 0.0 -3.2 -1.4 -2.5 -3.3 -3.4 -0.3 -3.2 -3.2 -3.0 -2.9 -3.3 -0.9 -2.8
-0.1 -0.2 -0.1 -0.2 -0.3 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2
Abar
dB
-0.2 0.0 -0.4 -0.6 0.0 0.0 0.0 -0.1 0.0 -1.0 0.0 0.0 0.0 0.0 -0.5
L AT
Tag
dB(A)
23.1 27.0 10.2 20.7 22.5 21.5 20.4 47.0 36.9 40.6 37.7 42.8 48.7 53.6 37.8
Nacht
Zeitzuschläqe KEZ
Tag
dB(A) | dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.8 22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
KR Tag
dB
0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
Lm | (L AT+KEZ+KR) | Tag
dB(A)
46.5 49.9 23.5 44.1 42.9 41.4 41.2 46.7 34.9 36.3 35.7 38.5 36.7 53.6 37.8
Nacht i
dB(A) |
0.0 | 0.0 | 0.0 j 0.0 j 0.0 j 0.0 | 0.0 | 0.0 j o.o ! o.o 1 0.0 j 0.0 j 0.0 | o.o 1 0.0 |
LIMA7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln
Anlage 8 zum Gutachten Nr. 10098
Ingenieurbüro für Schallschutz
Dipl.-Ing. Volker Ziegler
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Projekt: LärmiirmissioiiBberechnungen Vor- und Zusatzbelastung
Berechnung nach ISO 9613-2 mit Summenpegeln bei 500 Hz, Agr nach Nr. 7.3.2
Aufpunktbezeichnung Lage des Aufpunktes
Auftrag ep2lB3:
Datum 22/09/2010
103 l.CG S -FAS. -GEB.: ROSENSTR. Xi= 4416.9854 Ion Yi= 5980.5098 km zi= lag Nacht 57.1 dB(A) 0.0 dB(A)
2 6.00 m
Emittent Name | ident
01/ Pkw PB | -02/ Pkw Ein-Ausf. MO | -03/ Pkw Ein-Ausf. NW | -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil | -05/ EKW Discounter j -06/ EKW Frischemarkt | -07/ Lkw An-Abfahrt | -08a/ Lkw Rang Disc | -08b/ Entladung Disc. | -09a/ Lkw Rang Fachm j -09b/ Entladung Frisc | -10/ Entladung Fachm j -IIa/ Netto | -
Emission
1 <JBlA>
| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 j 100.0 | 65.0 | 60.0
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Dw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / cm
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw, lag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
3es Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
20.6 26.8 99.4 31.3 50.0 105.4 121.4 23.8 98.5
112.8 91.8
104.7 112.8 35.7 78.9
De DI
dB | dB
3.0| 0.0 3.0| 0.0 3.0| 0.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 j 0.0 | 0.0 j 0.0 | 0.0 |
mittlere werte für Cmet | Drefl | Adiv | Agr
lag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
dB
0.1 0.0 0.5 0.0 0.3 2.5 2.5 0.0 1.8 0.0 1.5 0.0 2.1 0.2 0.5
dB
-46.2 -39.8 -51.1 -45.2 -48.7 -51.5 -52.7 -43.3 -51.3 -52.0 -50.8 -51.4 -52.0 -45.8 -51.1
dB
-1.6 0.0 -3.5 -1.3 -2.7 -3.6 -3.8 -0.5 -3.5 -3.4 -3.4 -3.3 -3.6 -2.1 -3.3
Aatm
dB
-0.1 -0.1 -0.2 -0.1 -0.1 -0.2 -0.2 -0.1 -0.2 -0.2 -0.2 -0.1 -0.3 -0.1 -0.2
Abar L AT
Tag
dB | dB(A)
-0.5 | 24.7 -0.4 | 26.9 -1.3 10.4 0.0 0.0 0.0 0.0 -0.3 0.0
-0.8 0.0 0.0 0.0 0.0 | -1.3
23.4 23.6 22.2 20.8 46.8 37.8 41.6 38.4 43.2 49.2 52.3 37.2
Nacht
dB(A)
0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 j
0.0 |
Zeitzuschläge KEZ 1 KR
Tag
dB
22.8 22.3
22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
0.0
Nacht
dB
0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
Tag
dB
0.6 0.6
0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0
0.0
Lm |
Tag
dB(A)
48.1 49.8
46.8 44.0 42.1 41.6 46.5 35.8 37.3 36.4 38.9
37.2
Nacht |
dB(A) 1
0.0 j 0.0 |
0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j o.o 1 o.o 1 0.0 |
0.0 |
> a>
CQ CD co N c 3 O (—»-Sü o ZT CD
O CD i
CO
Aufpunktbezeichnung Lage des Aufpunktes
103 2.0G S -FAS. - GEB.: ROSENSTR. 2 Xi= 4416.9854 km Yi« 5980.5098 km Zi= 8.70 m Tag Nacht 57.6 dB(A) 0.0 dB(A)
| Emittent | Name
| 01/ Pkw PB j 02/ Pkw Ein-Ausf. NO | 03/ Pkw Ein-Ausf. NW | 04a/ Pkw Durch ges | 04b/ Pkw Durchf Teil | 05/ EKW Discounter | 06/ EKW Frischemarkt | 07/ Lkw An-Abfahrt | 08a/ LJcw Rang Disc 1 08b/ Entladung Disc. | 09a/ Lkw Rang Fachm | 09b/ Entladung Frisc | 10/ Entladung Fachm | IIa/ Netto | IIb/ Blücher |
I Emission Ident 1
1 Tag I dB(A)
| 34.3 | 48.5 j 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 j 100.0 | 65.0 | 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw* Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / qm
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
lw. Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
ges Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
21.5 27.4 99.6 31.9 50.3 105.6 121.5 24.6 98.7
112.9 92.0
104.9 113.0 36.2 79.2
DC
dB
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere werte für Cmet
Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Drefl
dB
0.1 0.0 0.4 0.0 0.3 2.5 2.5 0.1 1.8 0.0 1.5 0.0 2.1 0.2 0.5
Adiv
dB
-46.5 -40.0 -51.1 -45.3 -48.7 -51.5 -52.7 -43.6 -51.4 -52.1 -50.8 -51.4 -52.1 -45.9 -51.1
Agr
dB
-1.0 0.0 -3.0 -0.6 -1.9 -3.1 -3.3 -0.3 -2.9 -2.9 -2.8 -2.8 j -3.1 j -1.0 | -2.8 j
Aatm
dB
-0.1 -0.1 -0.2 -0.1 -0.1 -0.2 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2
Abar
dB
-0.2 -0.3 -0.7 0.0 0.0 0.0 0.0 -0.2 0.0 -0.8 0.0 0.0 0.0 0.0 -1.1
L AT
Tag
dB(A)
25.3 26.8 11.4 24.0 24.4 22.7 21.2 46.9 38.3 42.0 38.9 43.6 49.7 53.3 37.9
Nacht
OB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 j 0.0 j 0.0 j 0.0 | 0.0 | o.o 1
Zeitzuschläqe KEZ
Tag
dB
22.8 22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0
Nacht KR lag
dB | dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 i 0.0 | 0.0 | 0.0 o.o l
0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 | 4.0 3.0 j 4.0 j 3.0 | o.o l 0.0 | 0.0 |
Im (L AT+KEZ+KR) Tag
dB(A)
48.7 49.6 24.7 47.4 44.8 42.6 42.0 46.6 36.3 37.7 36.9 39.3 37.7 53.3 37.9
Nacht
dB(A) |
0.0 0.0 0.0 j 0.0 j o.o 1 0.0 j 0.0 0.0 | 0.0 0.0 | 0.0 1 o.o 1 0.0 | 0.0 j 0.0 |
LIMA7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln
D "Ö'
Projekt: Lärmininissionsberechnungen Vor- und Zusatzbelastung
Berechnung nach ISO 9613-2 mit Summenpegeln bei 500 Hz, Agr nach Nr. 7.3.2
Auftrag Datum 22/09/2010
Aufpunktbezeichnung Lage des Aufpunktes
Immission
104 BG S -FAS. - GEB.: ROSENSTR. 4A Xi= 4416.9531 km Yi= 5980.5078 km Zi= 2.30 m Tag Nacht 55.9 dB(A) 0.0 dB{A)
Emittent Name
01/ Pkw PB 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher
Ident
---------------
Emission
Tag dB(A)
34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0
Nacht dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' LW" Lw' Lw" Lw Lw" Lw"
RQ | 1 1
2.0| 1.0| 1.0| 1.0| 1.0| i.ol 1.0| 1.0| 1.0| 3.0| 1.0| 3.0| 0.0| 2.0| 2.0|
Anz./L/Fl
/ m / cm
Lw.ges Tag
dB(A)
Nacht
Korr. Formel
dB(A) | dB
3691.0 | 70.0 | 0.0 37.4 27.9 70.6 215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0 100.0 97.1 89.6
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
DC | 1
dB |
0.0 | 20.4 | 3.0| 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
35.4 69.9 28.9 31.5 83.7 106.9 27.8 70.7 86.3 82.7 95.5 95.0 50.2 83.2
3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0| 3.0| 3.0| 3.0|
DI mittlere Werte für
cmet Tag
dB | dB
Nacht Drefl Adiv Agr
dB | dB | dB [ dB
Aatm Abar
dB | dB
0.0 | 0.0 | 0.0 1 0.1 1 -44.1 1 -2.8 1 -0.1 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.2 0.0 0.4 2.5 2.5 0.1 1.9 0.0 1.8 0.0 2.1 0.2 1.2
-43.7 -48.1 -42.0 -46.4 -49.5 -51.6 -44.2 -48.8 -49.7 -49.9 -50.6 -50.6 -47.9 -51.3
-3.1 -4.0 -2.6 -3.5 -4.1 -4.3 -3.0 -3.9 -3.8 -4.0 -3.9 -4.1 -4.1 -4.1
-0.1 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.1 -0.2 -0.1 -0.2 -0.1 -0.2
-0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -2.0
L AT
Tag
dB(A)
26.1 20.2 14.0 25.3 25.2 23.8 21.4 43.8 40.1 44.4 38.9 43.4 50.2 48.2 36.2
Nacht
Zeitzuschläqe KEZ
Tag
dB(A) | dB
0.0 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0
Nacht
dB
KR Tag
dB
Lm | (L AT+KEZ+KR) | Tag Nacht |
Q*B(A) | dB(A) |
0.0 1 0.6 1 49.5 1 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
43.1 27.3 48.7 45.6 43.6 42.2 43.5 38.1 40.1 36.9 39.1 38.2 48.2 36.2
0.0 | 0.0 | 0.0 j 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 j 0.0 j
> tu CD CD O N cz 3 Q c ,—* tt) o ZT »—t-CD 3
o CD
i 00
Aufpunktbezeichnung Lage des Aufpunktes
[04 1.03 CU 4416.9531 Tag 57.2 dB(A)
S -FAS. km Yl= 5980 Nacht 0.0 dB(A)
f3TR 5078
: ROSENSTR. km zi=
4A 5.00 m
Emittent Name | Ident
01/ Pkw PB | -02/ Pkw Ein-Ausf. NO | -03/ Pkw Ein-Ausf. NW | -04a/ Pkw Durch ges j -04b/ Pkw Durchf Teil | -05/ EKW Discounter j -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt | -08a/ Lkw Rang Disc j -08b/ Entladung Disc. | -09a/ Lkw Rang Fachm | -09b/ Entladung Frisc j -10/ Entladung Fachm | -IIa/ Netto | -IIb/ Blücher j -
Emission
Tag
dB(A)
34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw» Lw Lw" Lw"
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / qm
3691.0 37.4 27.9 70.6 215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw.ges Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0 100.0 97.1 89.6
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
20.8 35.7 70.0 29.2 31.8 83.8 107.0 28.1 70.8 86.4 82.7 95.5 95.1 50.4 83.3
De
dB
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere Werte für cmet
Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Drefl
dB
0.1 0.0 0.2 0.0 0.3 2.5 2.5 0.1 1.8 0.0 1.7 0.0 2.0 0.1 1.3
Adiv
dB
-44.2 -43.6 -48.1 -42.0 -46.3 -49.5 -51.6 -44.3 -48.7 -49.7 -49.8 -50.6 -50.6 -47.9 -51.3
Agr Aatm
dB | dB
-1.2 | -0.1 -1.5 -3.2 -0.6 -2.3 -3.5 -3.8 -1.3 -3.2 -3.1 -3.4 -3.3 -3.5 -3.2 -3.6
-0.1 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.2 -0.2 -0.2 -0.1 -0.1 -0.2
Abar
dB
0.0 -0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -0.1 -1.7
L AT
Tag Nacht
dB(A) | dB(A)
27.6 1 0.0 21.8 14.8 27.3 26.4 24.4 21.9 45.4 40.8 45.0 39.5 43.9 50.8 48.9 37.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Zeitzuschläge KEZ
Tag | Nacht
dB | dB
22.8 | 0.0 22.3 | 0.0 12.7 | 0.0 22.8 | 0.0 19.8 | 0.0 19.3 | 0.0 20.2 | 0.0 -2.5 | 0.0 -6.0 | 0.0 -7.3 | 0.0 -6.0 | 0.0 -7.3 | 0.0 -12.0 | 0.0 0.0 | 0.0 0.0 | 0.0
KR Tag
dB
0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
Lm | (L AT+KEZ+KR) | Tag
dB(A)
Nacht j
dB(A) |
51.0 0.0 1 44.7 28.1 50.7 46.8 44.3 42.7 45.1 38.8 40.7 37.5 39.6 38.8 48.9 37.1
0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 | o.o 1 0.0 j 0.0 | o.o 1 0.0 j 0.0 j 0.0 j 0.0 |
LIMA7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln
Projekt: LärmimmiBsionsberechnungen Vor- und Zusatzbelastung B e r e c h n u n g n a c h ISO 9613-2 m i t Sunroenpegeln b e i 500 Hz, Agr n a c h N r . 7 . 3 . 2
A u f t r a g
ep21EG£
Datum
2 2 / 0 9 / 2 0 1 0
A u f p u n k t b e z e i c h n u n g Lage d e s A u r p u n k t e s
105 EG S -FAS. Xi= 4 4 1 6 . 9 1 6 0 km Yi
Tag N a c h t 5 6 . 2 dB{A) 0 . 0 dB{A)
- GEB.: ROSENSTR. 20 5980 .5024 km Zi= 2 . 3 0 m
Emittent Name
01/ Pkw PB 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher |
Ident
--------------"
Emission
Tag
dB(A)
34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8
100.0 65.0 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / gm
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw.ges Tag
dB (AI
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
min. ds
m
De
dB
0.0 | 19.6 | 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
64.7 35.3 27.4 33.6 65.5 97.1 27.3 42.2 57.9 83.6 94.1 81.6 74.7 99.5
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0
DI
dB
mittlere Werte für cmet
Tag Nacht Drefl
dB | dB | dB
0.0 | 0.0 | 0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.2 0.0 0.3 2.5 3.9 0.2 1.4 0.0 1.7 0.0 0.1 0.3 1.6
Adiv Agr
dB | dB
-43.8 | -2.7 -48.5 -42.6 -41.6 -45.4 -47.3 -50.7 -45.3 -44.9 -46.2 -49.8 -50.5 -49.2 -50.8 -52.3
-4.0 -2.9 -2.5 -3.4 -3.9 -4.2 -3.0 -3.3 -3.2 -4.0 -3.9 -4.0 -4.3 -4.2
Aatm
dB
-0.1 -0.1 -0.1 -0.1 -0.1 -0.2 -0.3 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.2 -0.2
Abar
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.7
L AT
Tag
dB(A)
26.4 14.6 20.6 25.8 26.2 26.1 23.7 42.8 44.1 48.5 38.9 43.5 49.8 45.1 35.8
Nacht
Zeitzuschläge KEZ
Tag Nacht
dB(A) | dB | dB
0.0 1 22.8 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | o.o 1
KR Tag
dB
Im | (L AT+KEZ+KR) | Tag Nacht |
dB(A) | dB(A) |
0.6 1 49.8 1 0.0 1 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
37.4 33.9 49.2 46.6 46.0 44.5 42.5 42.1 44.2 36.9 39.2 37.8 45.1 35.8
0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | o.o 1
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A u f p u n k t b e z e i c h n u n g Lage d e s A u f p u n k t e s
105 Xi=
1.0G S -FAS. 4416.9160 km Yi= 5980
Tag 57 4 dB(A)
Nacht 0.0 dB(A)
GEB 5024
: ROSENSTR. km Zi=
20 5.00 m
| Emittent | Name | Ident
01/ Pkw PB | -02/ Pkw Ein-Ausf. NO | -03/ Pkw Ein-Ausf. NW | -04a/ Pkw Durch ges j -04b/ Pkw Durchf Teil | -05/ EKW Discounter | -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt j -08a/ Lkw Rang Disc | -08b/ Entladimg Disc. | -09a/ Lkw Rang Fachm | -09b/ Entladung Frisc j -10/ Entladung Fachm | -IIa/ Netto | -IIb/ Blücher | -
S Emission
1 Tag
| dB(A)
| 34.3 1 48.5 | 48.5 | 48.5 | 48.5 I 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 | 65.0 | 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' LW' Lw' Lw" Lw' Lw" | Lw | Lw" j Lw" j
RQ 1 1 Anz./L/Fl
| / m / qm
2.0 | 1.0| i.ol 1.0| 1.0| 1.0| 1.0| i.ol 1.0| 3.0| i-o 1 3.0| 0.0| 2.0| 2.0 |
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw.ges Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
20.1 64.8 35.6 27.7 33.9 65.7 97.2 27.6 42.4 57.9 83.7 94.1 81.7 74.8 99.6
De | 1
dB |
3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0' 3.0| 6.0| 3-0| 3.0| 3.0|
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere Werte für Cmet
Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Drefl
dB
0.0 0.0 0.1 0.0 0.3 2.5 3.9 0.2 1.3 0.0 1.7 0.0 0.4 0.2 1.6
Adiv
dB
-43.9 -48.6 -42.6 -41.8 -45.5 -47.3 -50.7 -45.3 -45.0 -46.3 -49.8 -50.5 -49.2 -50.7 -52.2
Agr Aatm
dB | dB
-1.2 | -0.1 -3.2 -1.1 -0.5 -2.0 -3.0 -3.7 -1.4 -2.0 -2.1 -3.4 -3.3 -3.3 -3.7 -3.8
-0.1 -0.1 -0.1 -0.1 -0.2 -0.2 -0.1 -0.1 -0.1 -0.2 -0.1 -0.2 -0.2 -0.2
Abar L AT
Tag Nacht
dB | dB(A) | dB(A)
Zeitzuschläge KEZ
Tag Nacht KR Tag
Im | (L AT+KEZ+KR) | Tag
dB | dB | dB | dB (A)
0.0 | 27.8 1 0.0 1 22.8 1 0.0 1 0.6 1 51.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.6
15.3 22.3 27.6 27.5 27.0 24.3 44.4 45.2 49.5 39.5 44.1 50.7 45.7 36.4
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
38.2 35.6 51.0 47.9 46.9 45.1 44.1 43.2 45.2 37.5 39.8 38.7 45.7 36.4
Nacht |
dB(A) |
0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | o.o 1 0,0 | o.o 1
LIMA7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln
Projekt: LännirnMssic>nsberechnungen Vor- und Zusatzbelastung
Berechnung nach ISO 9613-2 mit Sunmenpegeln bei 500 Hz, Agr nach Nr. 7.3.2
Auftrag ep21EGE
Datum 22/09/2010
Aufpunktbezeichnung Lage des Aufpunktes
106 EG S -FAS. - GEB.: ROSENSTR. 22 Xi= 4416.8833 km Yi= 5980.4976 km Zi= 2.30 m Tag Nacht 54.8 dB(A) 0.0 dB{A)
| Emittent 1 Name | Ident
| 01/ Pkw PB | -| 02/ Pkw Ein-Ausf. NO | -| 03/ Pkw Ein-Ausf. NW j -| 04a/ Pkw Durch ges | -| 04b/ Pkw Durchf Teil | -| 05/ EKW Discounter | -| 06/ EKW Frischemarkt | -| 07/ Lkw An-Abfahrt | -| 08a/ Lkw Rang Disc | -| 08b/ Entladung Disc. | -| 09a/ Lkw Rang Fachm | -| 09b/ Entladung Frisc | -j 10/ Entladung Fachm j -| IIa/ Netto | -| IIb/ Blücher | -
Emission
Tag dB(A)
34.3 48.5 48,5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8
100.0 65.0 60.0
Nacht
dB(A)
0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' LW' Lw' Lw' Lw' LW' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / qm
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1,0
1607.6 906.4
Lw.ges Tag
dB(A)
70,0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
26.0 95.4 15.4 33.3 33.7 65.8 99.9 33.6 36.8 46.4 97.7
105.2 83.8
102.2 122.5
De DI
dB | dB
3.0| 0.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere werte für Cmet
Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nacht Drefl
dB | dB
0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.1 0.0 0.1 2.5 4.7 0.1 0.5 2.1 0.7 0.0 0.1 0.3 1.7
Adiv
dB
-46.6 -51.5 -38.2 -45.3 -47.0 -47.4 -51.1 -47.6 -43.7 -44.3 -51.0 -51,4 -49.5 -53.1 -53.4
Agr Aatm Abar
dB | dB | dB
-3.5 | -0.1 1 0.0 -4.3 -0.9 -3.3 -3.6 -3.9 -4.2 -3.6 -3.0 -2.6 -4.1 -4.0 -4.0 -4.4 -4.3
-0.2 0.0 -0.1 -0.1 0.0 -0.2 -0.1 -0.1 -0.1 -0.2 -0.2 -0.2 -0.2 -0.3
0.0 0.0 0.0 0.0 0.0 -4.7 0.0 0,0 0.0 0.0 0.0 -4.8 0.0 -1.6
L AT
Tag
dB(A)
22.8 11.2 27.0 21.3 24.2 26.2 19.5 39.8 44.7 53.1 36.6 42.4 44.6 42.7 34.6
Nacht
Zeitzuschläge KEZ
Tag
dB(A) | dB
0.0 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
Nacht KR Tag
Lm j (L AT+KEZ+KR) | Tag
dB | dB | dB(A)
0.0 0.6 1 46.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
34.1 40.3 44.6 44.6 46.0 40.3 39.5 42.7 48.8 34.6 38.1 32.6 42.7 34.6
Nacht j
dB(A) |
0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | o.o 1 0.0 j 0.0 | 0.0 j 0.0 | 0.0 j 0.0 j 0.0 | o.o 1
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Aufpunktbezeichnung Lage des Aufpunktes
106 l.OG S -FAS Xi= 4416.8833 km Y: Tag Nacht 55.9 dB(A) 0.0 dB(A)
- GEB. : ROSENSTR. 22 <TD>-5980.4976 km Zi= 5.00 m
| Emittent | Name
| 01/ Pkw PB | 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher
1 Emission Ident |
1 Tag
I dB(A)
| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 j 71.0 | 79.2 j 71.0 | 78.8 | 100.0 | 65.0 | 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz, /L/Fl
/ m / gm
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw, Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
ges Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0
min. ds
m
26.4 95.5 16.0 33.5 33,9 65.9
100.0 33.9 37.0 46.5 97.8
105.2 83.9 102.3 122.6
De
dB
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere Werte für Cmet
Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Drefl
dB
0.1 0.0 0.1 0.0 0.1 2.5 4.2 0.1 0.4 2.1 0.7 0.0 0.2 0.3 1.7
Adiv
dB
-46.7 -51.5 -38.5 -45.3 -47.0 -47.4 -51.1 -47.6 -43.7 -44.4 -51.0 -51.4 -49.5 -53.1 -53.5
Agr
dB
-2.2 -3.8 -0.1 -1.9 -2.4 -3.0 -3.7 -2.3 -1.5 -1.3 -3.6 -3.5 -3.3 -4.0 -3.9
Aatm
dB
-0.1 -0.2 0.0 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 0.0 -0.2 -0.2 -0.2 -0.2 -0.3
Abar
dB
0.0 0.0 0.0 0.0 0.0 0.0 -3.8 0.0 0.0 0.0 0.0 0.0 -4.3 0.0 -1.4
L AT
Tag
dB(A)
24.1 11.7 27.5 22.7 25.4 27.0 20.4 41.1 46.1 54.4 37.1 42.9 45.9 43.1 35.2
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Zeitzuschläge KEZ
Tag
dB
22.8 22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
Nacht
dB
KR Tag
dB
0,0 1 0.6 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
Lm | (L AT+KEZ+KR) | Tag
dB(A)
47.5 34.6 40.8 46.1 45.8 46.9 41.2 40.8 44.1 50.1 35.1 38.6 33.9 43.1 35.2
Nacht |
dB(A) |
0.0 | o.o 1 0.0 j 0.0 | 0.0 j 0.0 j 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j
LIMA7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln
Projekt: Läntdimdssionsberechnungen Vor- und Zusatzbelastung
Berechnung nach ISO 9613-2 mit Summenpegeln bei 500 Hz, Agr nach Nr. 7.3.2
Auftrag ep21EGE
Datum 22/09/2010
Aufpunktbezeichnung Lage des Auf punktes
107 EG SO -FAS. - GEB.: ROSENSTR. 17 Xi= 4416.8618 km Yi= 5980.4780 km Zi= 2.80 m
Tag Nacht 55.1 dB CA) 0.0 dB (A)
Emittent Name | ident
01/ Pkw PB | -02/ Pkw Ein-Ausf, NO | -03/ Pkw Ein-Ausf. NW 1 -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil | -05/ EKW Discounter | -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt | -08a/ Lkw Rang Disc | -08b/ Entladung Disc. | -09a/ Lkw Rang Fachm j -09b/ Entladung Frisc | -10/ Entladung Fachm | -IIa/ Netto | -IIb/ Blücher j -
| Emission
| Tag
I dB(A)
| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 j 65.0 | 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
LW" Lw' Lw' Lw' Lw' Lw' Lw' Lw' LW' Lw" Lw' Lw" Lw Lw" Lw"
RQ | 1 1
2.0; 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 3.0| 1.0| 3.0| 0.0| 2.0| 2.0|
Anz./L/Fl
/ m / gm
3691.0 37.4 27.9 70.6 215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw, Tag
dB(A)
70.0 64.2 63,0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0 100.0 97.1 89.6
ges Nacht
Korr. Formel
min. ds De |
1 dB (A) | dB | m | dB |
0.0 | 0.0 | 35.0 | 3.0| 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
115.4 28.2 42.2 38.7 62.1 94.8 38.5 36.9 37.0 98.7 105.7 78.7 118.1 129.7
3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0 3.0| 3.0| 3.0|
DI mittlere werte für
Cmet Tag Nacht
Drefl Adiv Agr Aatm Abar L AT
Tag Nacht
Zeitzuschläge KEZ
Tag Nacht KR Tag
Lm | (L AT+KEZ+KR) | Tag Nacht |
<3B| dB | dB | dB | dB | d B | d B | dB | dB(A) | dB(A) | dB | dB | dB | dB(A) | dB(A) |
0.0 | 0.0 | 0.0 | 1.0 | -48.3 | -3.7 | -0.1 | 0.0 | 21.9 1 0.0 | 22.8 1 0.0 1 0.6 1 45.3 1 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.7 0.3 1.3 1.0 0.0 2.6 1.1 1.5 1.9 0.0 0.0 3.8 1.8 2.1
-53.1 -40.7 -47.7 -47.6 -46.9 -50.5 -48.7 -43.1 -42.4 -51.2 -51.5 -48.9 -54.0 -53.8
-4.3 -1.8 -3.6 -3.5 -3.6 -4.1 -3.6 -2.5 -1.5 -4.1 -3.9 -3.8 -4.4 -4.3
-0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.1 -0.2 -0.1 -0.2 -0.3 -0.3
0.0 0.0 0.0 0.0 -5.3 -11.4 0.0 0.0 0.0 0.0 0.0
-14.7 0.0 -2.1
11.3 23.7 19.9 24.6 19.1 11.4 39.7 46.8 55.9 35.7 42.5 39.3 43.2 34.2
0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
34.2 37.0 43.3 45.0 38.9 32.2 39.4 44.8 51.6 33.7 38.2 27.3 43.2 34.2
0.0 j 0.0 | o.o 1 0.0 | 0.0 | o.o 1 o.o 1 0.0 j o.o 1 o.o 1 0.0 | o.o 1 o.o 1 0.0 j
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Aufpunktbezeichnung Lage des Aufpunktes
• 107 l.OG SO -FAS. : Xi= 4416.8618 km Yi.
Tag Nacht : 56.4 dB(A) 0.0 dB(A)
- GEB.: ROSENSTR. 5980.4780 km Zi=
Emittent Name
01/ Pkw PB 02/ Pkw Ein-Ausf, NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher
! Emission Ident j
1 Tag
I dB(A)
| 34.3 1 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 1 63.0 | 71.0 | 79.2 | 71.0 | | 78.8 j | 100.0 | 1 65.0 1 | 60.0 |
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw* Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / qm
3691,0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw, Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
ges Nacht
<3B(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
35.3 115.4 28.5 42.4 38.9 62.2 94.9 38.8 37.2 37.2 98.8
105.7 78.8 118.2 129.8
De
dB
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.9 3.0 6.0 3.0 3.0 3.0
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere Werte für Cmet
Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Drefl
dB
0.9 1.7 0.4 1.2 1.0 0.0 2.9 1.1 1.5 1.9 0.0 0.0 4.7 1.8 2.0
Adiv
dB
-48.3 -53.1 -40.8 -47.8 -47.7 -46.9 -50.5 -48.8 -43.2 -42.4 -51.3 -51.5 -48.9 -54.1 -53.7
Agr
dB
-2.7 -3.9 -0.1 -2.6 -2.4 -2.7 -3.5 -2.5 -0.8 0.0 -3.5 -3.4 -3.1 -4.1 -3.9
Aatm
dB
-0.1 -0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 0.0 -0.2 -0.1 -0.1 -0.3 -0.3
Abar
dB
L AT
Tag
dB(A)
0.0 1 22.8 0.0 0.0 0.0 0.0 -4.7 -6.4 0.0 0.0 0.0 0.0 0.0
-10.7 0.0 -1.8
11.7 25.4 20.7 25.6 20.6 17.3 40.7 48.4 57.4 36.2 43.0 44.9 43.5 34.9
Nacht
Zeitzuschläge KEZ
Tag
dB(A) | dB
0.0 | 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
Nacht KR Tag
dB | dB
0.0 | 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
Im | (L AT+KEZ+KR) | Tag
dB(A)
46.1 34.6 38.7 44.1 46.0 40.5 38.1 40.4 46.4 53.1 34.2 38.7 32.9 43.5 34.9
Nacht |
dB(A) |
0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | o.o 1 o.o 1 o.o 1 0.0 | o.o 1 0.0 j o.o 1
LIMA7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln
Projekt: LäimunttisBicmBberectourigen Vor- und Zuaatzbelastung
Berechnung nach ISO 9613-2 mit Summenpegeln bei 500 Hz, Agr nach Nr. 7,3.2
Auftrag Datum 2 2 / 0 9 / 2 0 1 0
A u f p u n k t b e z e i c h n u n g Lage d e s A u f p u n k t e s
108 EG NO -FAS. - GEB.: GEPLANTES WA <LD>-
Xi= 4 4 1 6 . 8 6 0 4 km Yi= 5 9 8 0 . 4 6 0 9 km Zi= 2 . 8 0 m Tag N a c h t 5 3 . 8 dB(A) 0 . 0 dB(A)
Emittent Name | ident
01/ Pkw PB | -
02/ Pkw Ein-Ausf. NO j -03/ Pkw Ein-Ausf. NW j -04a/ Pkw Durch ges j -04b/ Pkw Durchf Teil | -05/ EKW Discounter | -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt j -08a/ Lkw Rang Disc | -08b/ Entladung Disc. j -09a/ Lkw Rang Fachm j -09b/ Entladung Frisc j -10/ Entladung Fachm j -IIa/ Netto j -IIb/ Blücher | -
1 Emission
[ Tag
I dB(A)
| 34.3 | 48.5 | 48.5 j 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71,0 | 78.8 | 100.0 | 65.0 | 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ 1 1 1
2.0 | 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0] 1.0| 3.0| 1.0| 3-0| 0.0| 2.0| 2.0|
Anz./L/Fl Lw.ges Tag Nacht
Korr. Formel
/ m / qm | dB(A) | dB(A) | dB
3691.0 | 70.0 | 0.0 | 0.0 37.4 27.9 70.6
215.6 10,0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0
min. ds
m
39.3 119.0 34.3 44.8 38.2 54,3 84.2 38.0 29.8 27.4 88.8 98.0 69.1
118.8 122.1
De | 1
dB |
3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0| 3.0| 3.0| 3.0|
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0,0 0.0 0.0 0.0 0.0
mittlere werte für Cmet
Tag
dB
Nacht Drefl
dB | dB
Adiv
dB
0.0 | 0.0 1 2.6 1 -48.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
2.3 2.5 2.1 2.6 0.7 2.2 2.4 2.4 1.2 3.4 0.0 3.5 2.7 4.4
-53.4 -41.8 -48.1 -47.3 -45.7 -49.5 -48.7 -42.1 -40.4 -50.6 -50.8 -47.8 -54.0 -53.4
Agr
dB
Aatm
dB
-3.7 1 -0.1 -4.3 -2.3 -3.7 -3.4 -3.4 -4.0 -3.4 -2.1 -0.3 -4.0 -3.8 -3.6 -4.4 -4.2
-0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.1 -0.2 -0.2 -0.1 -0.3 -0.3
Abar
dB
-0.4 0.0 0.0 0.0 -1.1
-15.4 -14.0 -1.0 -0.2 -8.7 -7.7 -8.0
-15.6 0.0 -6.8
L AT
Tag Nacht
Zeitzuschläqe KEZ
Tag Nacht
dB(A) | dB(A) | dB | dB
23.1 0.0 1 22.8 1 0.0 11.6 24.3 20.2 25.5 11.1 9.5
40.2 48.9 49.7 32.1 35.2 39.4 44.1 32.3
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
KR Tag
dB
Lm (L AT+KEZ+KR) Tag Nacht
dB(A) | dB(A)
0.6 1 46.5 1 0.0 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
34.5 37.6 43.6 45.9 31.0 30.3 39.9 46.9 45.4 30.1 30.9 27.4 44.1 32.3
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 j o.o 1
> Z3_ 03
CD CD
N cz 3 O cz I—+■
o ZT CD ZI
o CD i
0 0
A u f p u n k t b e z e i c h n u n g Lage d e s Auf p u n k t e s
108 l .CG NO -FAS. - GEB.: GEPLANTES WA <LD>-
Xi« 4 4 1 6 . 8 6 0 4 km Yi= 5 9 8 0 . 4 6 0 9 km Zi= 5 . 5 0 m Tag N a c h t 5 5 . 0 dB(A) 0 . 0 dB(A)
Emittent Name
01/ Pkw PB 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher
Ident
-
--------------
Emission
Tag dB(A)
34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ | I 1
2.0| 1.0| 1.0| 1.0| 1.0| 1.0| i.ol 1.0| 1.0| 3.0| 1.0| 3.0| 0.0| 2.0| 2.0|
Anz./L/Fl
/ m / qm
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw.ges Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0
min. ds
m
39.5 119.0 34.6 45.0 38.4 54.5 84.3 38.3 30.0 27.6 88.9 98.0 69.2
118.9 122.2
De
dB
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.9 3.0 6.0 3.0 3.0 3.0
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere Werte für Cmet
Tag
dB
0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Drefl
dB
2.5 2.3 2.2 2.1 2.4 0.0 2.3 2.2 2.3 1.3 1.9 0.0 4.7 2.8 3.8
Adiv
dB
-48.3 -53.4 -41.7 -48.3 -47.3 -45.7 -49.5 -48.6 -42.2 -40.4 -50.6 -50.8 -47.8 -54.1 -53.3
Agr
dB
Aatm
dB
-2.8 1 -0.1 -3.9 -0.4 -2.7 -2.2 -2.3 -3.3 -2.3 -0.4 0.0 -3.4 -3.3 -2.8 -4.1 -3.8
-0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.1 -0.2 -0.2 -0.1 -0.3 -0.3
Abar
dB
L AT
Tag
dB(A)
-0.3 1 24,0 0.0 0.0 0.0 -0.8 -13.8 -9.0 -0.8 -0.2 -8.6 -2.4 -2.4
-11.2 0.0 -2.9
12.0 26.0 21.0 26.8 13.1 15.3 41.4 50.4 50.1 36.5 41.3 45.8 44.5 36.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Zeitzuschläge KEZ
Tag
dB
Nacht
dB
KR Tag
dB
22.8 1 0.0 1 0.6 22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0
0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4,0 3.0 0.0 0.0 0.0
Lm | (L AT+KEZ+KR) | Tag Nacht j
dB(A) | dB(A) |
47.4 | 0.0 1 34.9 39.3 44.4 47.2 33.0 36.1 41.1 48.4 45.8 34.5 37.0 33.8 44.5 36.0
0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | o.o 1 0.0 | o.o 1 o.o 1 o.o 1 0.0 | o.o 1 0.0 j
o 'S'
LIMA7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln
Projekt: Larrniinmissionsberechnungen Vor- und Zusatzbelastung
Berechnung nach ISO 9613-2 mit Sunmenpegelri bei 500 Hz, Agr nach Nr. 7.3.2
Auftrag ep21EGE
Datum 22/09/2010
Aufpunktbezeichnung Lage des Auf punktes
109 1.03 WNW-FAS. - GEB.: BÄDERSTR. 24 Xi= 4416.9893 km Yi= 5980.4038 km 2i= 6.00 m
Teig Nacht 59.5 dB(A) 0.0 dB(A}
Emittent Name
01/ Pkw PB 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher
Ident
---------------
Emission
Tag dB(A)
34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8
100.0 65.0 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ
2,0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / gm
3691,0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw.ges Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds DC |
1 m | dB |
39.6 | 3.0| 79.2
113.1 79.6 45.5 87.0 66.1 45.8 100.9 111.7 44.6 44.8 75.0 29.9 5.4
3,0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0! 3.0| 6.0| 3.0| 3.0| 2.7|
DI mittlere werte für
Onet Tag
dB | dB
0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nacht
dB
Drefl
dB
0.0 | 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.7 0.0 0.3 0.0 2.1 2.4 0.3 0.0 0.0 0.0 0.0 1.6 0.1 0.1
Adiv
dB
-48.1 -49.2 -52.6 -50.0 -47.7 -49.8 -47.4 -48.4 -51.5 -52.0 -44.3 -44.0 -48.5 -45.9 -34.5
Agr Aatm
dB | dB
Abar
dB
L AT
Tag Nacht
dB(A) | dB<A)
Zeitzuschläge KEZ
Tag Nacht KR Tag
Lm | {L AT+KEZ+KR) [ Tag
dB [ dB | dB | dB(A)
Nacht i
dB(A) |
-2.6 | -0.1 1 -0.5 1 21.8 1 0.0 1 22.8 1 0.0 1 0.0 1 44.6 1 0.0 1 -3.1 -3.7 -3.3 -2.5 -3.3 -2.7 -2.7 -3.5 -3.4 -1.2 -0.6 -2.8 -1.7 0.0
-0.2 -0.2 -0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.2 -0.1 -0.1 -0.2 -0.1 0.0
0.0 0.0 -0.8 -0.6 0.0
-12.5 -0.6 -0.4 -12.3 -0.9 -1.6 0.0
-0.9 0.0
15.3 9.5
15.9 23.9 23.9 14.7 39.5 35.4 30.1 44.7 51.7 53.1 51.6 57.9
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
37.6 22.2 38.6 43.7 43.2 34.9 37.0 29.4 22.8 38.7 44.4 41.1 51.6 57.9
0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | o.o 1 0.0 |
> Z3_ 0)
CQ CD
O l N C
O cz ÜD O Z T CD ZJ
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OO
Aufpunktbezeichnung Lage des Aufpunktes
1010 1.0G WNW-FAS. Xi= 4416.9971 km YL Tag Nacht 60.1 dB(A) 0.0 dB(A)
- GEB.: BÄDERSTR. 5980.4165 km Zi=
Emittent Name | Ident
01/ Pkw PB | -02/ Pkw Ein-Ausf. NO | -03/ Pkw Ein-Ausf. NW | -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil j -05/ EKW Discounter | -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt | -08a/ Lkw Rang Disc | -08b/ Entladung Disc. j -09a/ Lkw Rang Fachm | -09b/ Entladung Frisc | -10/ Entladung Fachm | -IIa/ Netto | -IIb/ Blücher | -
| Emission
I Tag
I dB(A)
| 34.3 j 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 | 65.0 | 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ
2.0 1,0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / am
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw.ges Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
41.2 67.9
111.1 75.5 49.3 90.8 74.4 49.3 102.9 114.6 49.1 50.6 81.2 16.6 5.3
De | 1
dB |
3.0| 3-01 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0| 3.0| 3.0| 2.7|
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere Werte für Cmet
Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 j 0.0 j o.o 1 o.o 1 0.0 | o.o 1 o.o 1
Nacht Drefl | Adiv Agr
dB | dB | dB | dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.1 | -47.8 | -2.6 0.5 | -47.9 0.0 | -52.6 0.3 | -49.4 0.0 | -47.6 2.2 | -50.2 2.0 j -48.5 0.2 | -47.9 0.0 | -51.7 0.0 | -52.2 0.0 | -45.2 0.0 j -45.2 0.9 | -49.2 0.1 | -43.2 0.2 | -35.1
-2.8 -3.7 -3.1 -2.6 -3.3 -3.0 -2.7 -3.5 -3.4 -1.6 -1.3 -3.0 -0.7 0.0
Aatm
dB
-0.1 -0,1 -0.2 -0.2 -0.1 -0.1 -0.1 -0.1 -0.2 j -0.2 | -0.1 j -0.1 | -0.2 | -0.1 | 0.0 |
Abar
dB
L AT
Tag Nacht
dB(A) | dB(A)
Zeitzuschläge KEZ
Tag | Nacht KR Tag
dB | dB | dB
Lm | (L AT+KEZ+KR) | Tag Nacht |
dB(A) | dB(A) j
-1.0 1 21.6 1 0,0 1 22,8 1 0.0 1 0.0 1 44.4 0.0 -0.5 -0.3 -0.9 0.0
-10.5 -0.5 -0.4
-12.2 0.0 -1.0 0.0 -0.8 0.0
16.9 8.9
17.2 23.6 23.6 14.9 40.0 35.2 30.0 44.3 50.4 51.5 55.4 57.4
0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 i 0.0 12.7 | 0.0 22.8 | 0.0 19.8 j 0.0 19.3 | 0.0 20.2 | 0.0 -2.5 | 0.0 -6.0 | 0.0 -7.3 | 0.0 -6.0 | 0.0 -7.3 | 0.0 -12.0 | 0.0 0.0 | 0.0 0.0 | 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
39.2 21.6 40.0 43.4 42.9 35.1 37.5 29.2 22.7 38.3 43.1 39.5 55.4 57.4
0.0 | 0.0 j 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | o.o 1 0.0 |
LIMA7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln
Projekt:
Lärinirrinlssionsberechnungen Vor- und Zusatzbelastung
Berechnung nach ISO 9613-2 mit Sutrmenpegelii be i 500 Hz, Agr nach Nr. 7.3.2
Auftrag ep21EGE
Datum
22/09/2010
Aufpunktbezeichnung Lage des Aufpunktes
Irrmission
1011 EG Xi= 4417.0366 km Yi l a g Nacht 56.3 dB(A) 0.0 dB(A)
- GEB.: GEPLANTES MI 5980.4B78 km Zi= 2.80 m
Emittent Name | Ident
01/ Pkw PB | -02/ Pkw Ein-Ausf. NO | -03/ Pkw Ein-Ausf. NW | -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil | -05/ EKW Discounter | -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt | -08a/ Lkw Rang Disc | -08b/ Entladung Disc. | -09a/ Lkw Rang Fachm | -09b/ Entladung Frisc | -10/ Entladung Fachm | -IIa/ Netto | -IIb/ Blücher j -
j Emission
i Tag
I dB(A)
| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 | 65.0 | 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ | 1 Anz./L/Fl
1 / m / gm
2.0) 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 3,0| 1.0| 3.0| o.o| 2.0| 2.0 |
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw, Tag
dB(A)
70.0 64.2 63.0 67,0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
jes Nacht
Korr, Formel
dB(A) | dB
0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
56.3 32.7 144.4 85.2 85.4
137.5 139.8 22.8
140.5 152.3 107.6 116.9 138.1 13.7 70.9
De | 1
dB |
3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.01 3.0| 3.0| 6.0| 3.0| 6.0; 3.0| 3.0| 3.0|
DI
dB
mittlere Werte für Cmet
Tag
dB
Nacht Drefl Adiv |
1 dB | dB | dB |
0.0 | 0.0 | 0.0 1 0.1 1 -50.8 1 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.3 0.0 0.4 2.5 2.3 0.1 1.8 0.0 0.5 0.0 2.2 0.3 0.0
-43.6 | -54.2 | -SO.5 | -51.6 | -53.8 | -53.9 | -46.6 | -54.1 | -54.7 | -52.1 j -52.4 | -53.8 j -42.7 | -50.5 |
Agr
dB
-4.1 -2.8 -4.4 -4.1 -4.2 -4.3 -4.3 -2.5 -4.3 -4.2 -4.1 -4.0 -4.3 -2.2 -4.0
Aatm Abar L AT
Tag
dB | dB | dB (A)
-0.2 0.0 1 18.1 -0.1 -0.3 -0.2 -0.2 -0.3 -0.3 -0.1 -0.3 -0.3 -0.2 -0.2 -0.2 -0.1 -0.2
0.0 0.0 0.0 0.0 0.0
-0.4 0.0 0.0 -2.5 0.0 -0.4 0.0 0.0 -3.4
20.7 7.4
15.2 19.2 19.1 18.4 41.9 34.1 36.3 35.3 41.0 46.9 55.4 34.4
Nacht
zeitzuschläqe KEZ
Tag
dB(A) | dB
0.0 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0
Nacht KR Tag
dB | dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Im | (L AT+KEZ+KR) 1 Tag
dB(A)
Nacht j
dB(A) j
40.9 0.0 1 42.9 20.0 38.0 39.0 38.4 38.6 39.4 28.1 29.0 29.3 33.7 34.9 55.4 34.4
0.0 j o.o 1 0.0 j 0.0 | 0.0 | 0.0 | 0.0 j 0.0 j 0.0 | 0.0 | o.o 1 o.o 1 0.0 | 0.0 j
> ZJ_ DJ
CQ CD
CD N C
O c S" o ZT CD Z I
o CD i
00
Aufpunktbezeichnung Lage des Aufpunktes
Immission
1011 1.0G - GEB.: GEPLANTES MI <ID>-Xi= 4417.0366 km Yi= 5980.4878 km Zi= 5.50 m Tag Nacht 57.4 dB(A) 0.0 dB(A)
| Emittent | Name
| 01/ Pkw PB | 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher
I Emission Ident |
1 Tag
1 dB(A)
| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 j 100.0 | 65.0 | 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' j Lw' | Lw' j Lw' | Lw" j Lw' | Lw" | Lw | Lw" | Lw" j
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz. /L/Fl
/ m / gm
3691,0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw, Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
ges Nacht
cäB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
56.5 33.0
144.5 85.3 85.5
137.6 139.8 23.2 140.5 152.4 107.6 117.0 138.1 14.5 71.0
De
dB
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere werte für Cmet
Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Drefl | Adiv | 1 1
dB | dB |
0.0 | -50.7 | 0.0 | -43.7 | 0.3 | -54.3 | 0.0 | -50.5 j 0.4 j -51.7 | 2.5 | -53.8 | 2.3 | -53.9 | 0.1 | -46.6 | 1.8 | -54.1 | 0.0 j -54.6 | 0.5 | -52.0 j 0.0 | -52.4 | 2.2 | -53.8 | 0.3 | -42.8 | 0.0 | -50.5 |
Agr
dB
-3.4 -1.1 -4.0 -3.5 -3.6 -4.0 -4.0 -1.3 -3.9 -3.9 -3.7 -3.6 -3.9 -0.9 -3.4
Aatm
dB
-0.2 -0.1 -0.3 -0.2 -0.2 -0.2 -0.3 -0.1 -0.3 -0.3 -0.2 -0.2 -0.3 -0.1 -0.2
Abar
dB
0.0 0.0 0.0 0.0 0.0 0.0 -0.3 0.0 0.0 -2.5 0.0
-0.2 0.0 0.0 -1.8
L AT
Tag
dB(A)
18.7 22.3 7.7
15.8 19.7 19.5 18.8 43.1 34.5 36.7 35.8 41.6 47.2 56.6 36.7
Nacht
Zeitzuschläge KEZ
Tag
dB(A) | dB
0.0 | 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
KR Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lm (L AT+KEZ+KR) Tag
dB(A)
41.5 44.6 20.4 38.5 39.5 38.8 39.0 40.6 28.5 29.4 29.8 34.3 35.2 56.6 36.7
Nacht
dB(A)
0.0 0.0 | 0.0 j 0.0 j 0.0 j 0.0 j 0.0 | o.o 1 o.o 1 0.0 | 0.0 0.0 j 0.0 | 0.0 | o.o 1
LIMA_7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln
Projekt: Mit Lärmschutzwänden an der Rosenstraße h » 3,0 / 2,5 Berechnung nach ISO 9613-2 mit Sunnienpegeln bei 500 Hz, Agr nach Nr. 7.3.2
Auftrag ep2-lslEGE
Datum 22/09/2010
Aufpunktbezeichnung Lage des Aufpunktes
101 1.0G S -FAS. Xi= 4417.0005 km ' Tag Nacht 56.5 dB(A) 0.0 dB(A)
- GEB.: ROSENSTR. 5980.5112 km Zi=
| Emittent Name | ident
01/ Pkw PB | -
02/ Pkw Ein-Ausf. NO j -03/ Pkw Ein-Ausf. NW j -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil | -05/ EKW Discounter | -06/ EKW Frischemarkt j -07/ Lkw An-Abfahrt | -08a/ lkw Rang Disc | -08b/ Entladung Disc. j -09a/ Lkw Rang Fachm | -09b/ Entladung Frisc | -10/ Entladung Fachm j -IIa/ Netto | -IIb/ Blücher | -
Emission
1 Tag I dB(A)
| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 j 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 | 65.0 | 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | o.o 1
lw" lw' lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" lw" |
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / qm
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50,6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw, Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
ges Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
min. ds
m
29.7 20.6 114.4 42.3 51.3 117.5 131.1 16.4
112.9 126.7 100.1 112.8 123.9 35.0 80.6
DC
dB
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere Werte für Cmet
Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Drefl
dB
0.1 0.0 0.6 0.0 0.3 2.5 2.5 0.0 1.8 0.0 1.2 0.0 2.1 0.2 0.1
Adiv
dB
-48.1 -39.8 -52.3 -47.3 -49.8 -52.5 -53.4 -43.4 -52.5 -53.0 -51.5 -52.0 -52.9 -45.5 -51.3
Agr
dB
-2.3 -0.1 -3.7 -2.2 -3.2 -3.7 -3.8 -0.4 -3.6 -3.6 -3.5 -3.4 -3.7 -2.1 -3.4
Aatm
dB
-0.1 -0.1 -0.2 -0.1 -0.2 -0.2 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2
Abar
dB
-1.1 0.0 -2.0 -2.0 -0.2 0.0 0.0 -0.1 -0.1 -1.0 0.0 0.0 0.0 0.0 -0.6
L AT
Tag
dB(A)
21.5 27.2 8.3
18.4 21.7 21.1 20.0 47.0 36.4 40.2 37.2 42.4 48.3 52.6 37.2
Nacht
zeitzuschläqe KEZ
Tag
dB(A) | dB
0.0 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 | 0.0 | o.o 1
KR Tag
dB
0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
Im | (L AT+KEZ+KR) 1 Tag
dB(A)
44.9 50.1 21.6 41.8 42.1 41.0 40.8 46.7 34.4 35.9 35,2 38.1 36.3 52.6 37.2
Nacht |
dB(A) |
0.0 0.0 j 0.0 j 0.0 | 0.0 j 0.0 0.0 | 0.0 | o.o 1 0.0 0.0 0.0 | 0.0 j 0.0 | o.o 1
CQ CD
N C
CD c S" o ZT »—+■ CD Z!
o CD i CO
Aufpunktbezeichnung Lage des Aufpunktes
101 2.CG S -FAS. - GEB.: ROSENSTR. 2 Xi= 4417.0005 km Yi= 5980.5112 km Zi= 8.70 m Tag Nacht 57.0 <3B(A) 0.0 dB(A)
| Emittent | Name
01/ Pkw PB 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher
| Emission Ident !
| Tag
I cJB(A)
| 34.3 1 48.5 | 48.5 | 48.5 | 48.5 | 62.0 I 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 | 65.0 | 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' j Lw' | Lw' j Lw" | Lw' j Lw" | Lw | Lw» | Lw" |
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz. /L/Fl
/ m / gm
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw, Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
jes Nacht
dB(A)
0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
30.3 21.5
114.5 42.7 51.7 118,1 131.2 17.5
113.0 126.9 100.3 112.9 124,1 35.5 SO.8
De
dB
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere Werte für Cmet
Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Drefl
dB
0.1 0.0 0.5 0.0 0.3 2.5 2.5 0.0 1.7 0.0 1.1 0.0 2.1 0.2 0.1
Adiv
dB
-48.1 -40.1 -52.4 -47.3 -49.8 -52.4 -53.4 -43.5 -52.4 -53.0 -51.4 -52.1 -52.9 -45.7 -51.4
Agr
dB
-1.6 0.0 -3.2 -1.3 -2.5 -3.3 -3.4 -0.3 -3.2 -3.2 -3.0 -2.9 -3.3 -0.9 -2.8
Aatm
dB
-0.1 -0.1 -0.2 -0.1 -0.2 -0.3 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2
Abar
dB
-0.9 0.0
-1.1 -2.1 -0.1 0.0 0.0 -0.2 0.0 -1.0 0.0 0.0 0.0 0.0 -0.5
L AT
Tag
dB(A)
22.4 27.0 9.6
19.2 22.5 21.5 20.4 46.9 36.9 40.6 37.7 42.8 48.7 53.6 37.8
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Zeitzuschläqe KEZ
Tag
dB
22.8 22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
KR Tag
dB
0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
Im | (L AT+KEZ+KR) 1 Tag
dB(A)
45.7 49.9 22.9 42.6 42.9 41.4 41.2 46.6 34.9 36.3 35.7 38.5 36.7 53.6 37.8
Nacht |
dB(A) |
0.0 | 0.0 | 0.0 j 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 |
LIMA7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln
Projekt: Mit Lärrnschutzwänden an der Rosenstrafie h « 3,0 / 2 , 5 m
Berechnung nach ISO 9613-2 mit Summenpegeln bei 500 Hz, Agr nach Nr. 7.3.2
Auftrag ep2-lslE3:
Datum 22/09/2010
Anfpunktbezeichnung läge des Auf punktes
: 102 1.03 S -BAS. - GEB.: ROSENSTR. 2 : Xi= 4416.9927 km Yi= 5980.5103 km Zi= 6.00 m
Tag Nacht : 56.6 dB{A) 0.0 dB(A)
Emittent Name
01/ Ekw PB 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Disccunter 06/ E K W Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher
Ident
---------------
Emission
Tag dB(A)
34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' LW' Lw" Lw' Lw" Lw Lw" Lw"
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / gm
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw, Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
ges Nacht
Korr. Formel
dB(A) | dB
0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
24.3 22.5 106.9 36.5 45.9 111.7 125.9 19.3 105.7 119.8 95.7
108.6 118.3 34.5 79.4
De | 1
dB |
3.0] 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| s.o | 3.0| 3.0| 3.0|
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere Werte für Cmet
Tag Nacht
dB | dB
Drefl
dB
Adiv
dB
0.0 | 0.0 | 0.1 | -47.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.6 0.0 0.3 2.5 2.5 0.0 1.7 0.0 1.3 0.0 2.1 0.2 0.3
-39.5 -51.8 -46.1 -49.1 -52.0 -53.1 -43.3 -51.8 -52.6 -51.1 -51.7 -52.5 -45.6 -51.2
Agr
dB
-2.0 0.0 -3.6 -2.0 -3.0 -3.7 -3.8 -0.4 -3.6 -3.5 -3.4 -3.3 -3.6 -2,1 -3.3
Aatm
dB
Abar L AT
Tag
dB | dB(A)
-0.1 | -1.8 | 22.1 -0.1 -0.2 -0.1 -0.2 -0.1 -0.2 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2
-0.1 -2.3 -3.1 -0.5 0.0 0.0 -0.4 -0.2 -0.9 0.0 0.0 0.0 0.0 -0.9
27.5 8.7
18.7 22.3 21.7 20.4 46.8 36.9 40.8 37.8 42.8 48.8 52.5 37.3
Nacht
Zeitzuschläge KEZ
Tag
dB(A) | dB
0.0 1 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
KR Tag
dB
0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
Im | (L AT+KEZ+KR) | Tag
dB(A)
Nacht |
dB(A) 1
45.5 1 0.0 1 50.4 22.0 42.1 42.7 41.6 41.2 46.5 34.9 36.5 35.8 38.5 36.8 52.5 37,3
0.0 j 0.0 | 0.0 | o.o 1 0.0 | 0,0 | 0.0 j 0.0 | 0.0 | 0.0 j 0.0 | o.o 1 0.0 | 0.0 |
> Z3_ a> CQ CD CD N c 3 O cu o CD 3
o CD
i OD
Aufpunktbezeichnung Lage des Aufpunktes
102 2.0G S -FAS. Xi= 4416.9927 km Yi, Tag Nacht 57.2 dB(A) 0.0 dB(A)
- GEB.: ROSENSTR. 2 5980.5103 km zi= 8.70 m
Emittent Name
01/ Pkw PB 02/ Pkw Ein-Ausf. ND 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Disccunter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher
Ident
---------------
Emission
Tag
dB(A)
34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ | 1 1
2.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 3.0| 1.0| 3.0| o.ol 2.01 2.0|
Anz./L/Fl
/ m / gm
3691.0 37.4 27,9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw.ges Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
25.0 23.3
107.1 37.0 50.1 111.8 126.3 20.3
105.9 119.9 95.9
108.7 118.4 35.1 79.6
De | 1
dB |
3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0| 3.0| 3.0| 3.0|
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere werte für Onet
Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Drefl
dB
0.1 0.0 0.5 0.0 0.3 2.5 2.5 0.0 1.7 0.0 1.3 0.0 2.1 0.2 0.2
Adiv
dB
-47.2 -39.9 -51.8 -46.2 -49.3 -52.0 -53.0 -43.5 -51.9 -52.5 -51.1 -51.7 -52.5 -45.7 -51.2
Agr Aatm
dB | dB
-1.4 | -0.1 0.0 -3.1 -1.0 -2.2 -3.2 -3.4 -0.3 -3.1 -3.1 -2.9 -2.9 -3.2 -0.9 -2.8
-0.1 -0.2 -0.1 -0.1 -0.2 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2
Abar L AT
Tag Nacht
dB | dB(A) | dB(A)
-1.2 0.0 -1.3 -3.1 0.0 0.0 0.0 -0.3 0.0 -0.9 0.0 0.0 0.0 0.0 -0.8
23.2 1 0.0 27.2 10.1 19.6 23.5 22.1 20.8 46.8 37.5 41.3 38.3 43.2 49.2 53.6 37.8
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Zeitzuschläge KEZ
Tag
dB
22.8 22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0
Nacht KR Tag
Lm | (L AT+KEZ+KR) | Tag
dB | dB | dB(A)
0.0 | 0.6 1 46.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
50.1 23.4 43.0 43.9 42.0 41.6 46.5 35.5 37.0 36.3 38.9 37.2 53.6 37.8
Nacht |
dB(A) j 0.0 | o.o 1 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | o.o 1 0.0 | 0.0 | o.o 1 0.0 | o.o 1
D TS'
LIMA_7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln
Projekt:
Mit Lärmschutzwanden an der Rosenstraße h = 3 , 0 / 2 , 5 m
Berechnung nach ISO 9613-2 mit Summenpegeln be i 500 Hz, Agr nach Nr. 7.3.2
Auftrag
ep2-lslH33 Datum
22/09/2010
Aiifpunktbezeichnung Lage des Aufpunktes
103 1.0G S Xi= 4416.9854 Tag 56.5 dB(A)
-EAS. km Yi= 5980 Nacht 0.0 dB(A)
- GEB 5098
: ROSENSTR. km Zi=
2 6 00 m
Emittent Name | Ident
01/ Pkw PB | -02/ Pkw Ein-Ausf. KD j -03/ Pkw Ein-Ausf. NW j -04a/ Pkw Durch ges | -04b/ Pkw Durchf Teil j -05/ EKW Discounter | -06/ EKW Frischemarkt | -07/ Lkw An-Abfahrt j -08a/ Lkw Rang Disc | -08b/ Entladung Disc. | -09a/ Lkw Rang Fachm j -09b/ Entladung Frisc j -10/ Entladung Fachm j -IIa/ Netto j -IIb/ Blücher j -
| Emission
! Tag
I dB(A)
| 34.3 | 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 j 79.2 | 71.0 | 78.8 | 100.0 | 65.0 j 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" LW' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / qm
3691.0 37.4 27.9 70.6 215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw,ges Tag
c3B(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
Nacht
dB(A)
Korr. Formel
dB
min. ds
m
0.0 | 0.0 | 20.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
26.8 99.3 31.3 40.3 105.4 121.4 23.8 98.5
112.8 91.8
104.7 112.8 35.7 78.9
DC | 1
dB |
3.0| 3.0] 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0' 3.0| 3.0] 3.0|
DI
dB
mittlere werte für Cmet
Tag
dB
Nacht
dB
Drefl
dB
Adiv
dB
Agr
dB
Aatm Abar L AT
Tag
dB | dB | dB (A)
Nacht
Zeitzuschläge KEZ
Tag
dB(A) | dB
0.0 | 0.0 | 0.0 1 0.1 1 -45.9 1 -1.9 1 -0.1 1 -2.7 1 22.5 1 0.0 1 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.6 0.0 0.3 2.5 2.5 0.1 1.9 0.0 1.5 0.0 2.1 0.2 0.5
-39.8 -51.0 -45.0 -48.5 -51.5 -52.7 -43.5 -51.3 -52.0 -50.8 -51.4 -52.0 -45.8 -51.1
0.0 -3.5 -1.5 -2.8 -3.6 -3.8 -0.4 -3.5 -3.4 -3.4 -3.3 -3.6 -2.1 -3.3
-0.1 -0.2 -0.1 -0.1 -0.2 -0.2 -0.1 -0.2 -0.2 -0.2 -0.1 -0.3 -0.1 -0.2
-0.4 -2.5 -3.6 -0.7 0.0 0.0 -0.9 -0.2 -0.8 0.0 0.0 0.0 0.0 -1.3
26.9 9.3
19.8 23.0 22.2 20.8 46.2 37.7 41.6 38.4 43.2 49.2 52.3 37.2
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3 -12.0 0.0 0.0
Nacht
dB
KR Tag
dB
Lm (L AT+KEZ+KR) Tag Nacht
dB(A) | dB(A)
0.0 1 0.6 1 45.9 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
49.8 22.5 43.2 43.4 42.1 41.6 45.9 35.7 37.3 36.4 38.9 37.2 52.3 37.2
0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
> ZI_ Q)
CQ CD CD N CZ
G) cz & o Z T CD Z3
o CD i
OO
Aufpunktbezeichnung Tage des Aufpunktes
: 103 2.0G S -FAS. : Xi= 4416.9854 km '
Tag Nacht : 57.2 dB(A) 0.0 dB(A)
- GEB. : ROSENSTR. 2 5980.5098 km Zi= 8.70 m
| Emittent | Name | Ident
| 01/ Pkw PB | -| 02/ Pkw Ein-Ausf. NO | -| 03/ Pkw Ein-Ausf. NW j -( 04a/ Pkw Durch ges j -| 04b/ Pkw Durchf Teil | -| 05/ EKW Discounter | -| 06/ EKW Frischemarkt j -| 07/ Lkw An-Abfahrt | -| 08a/ Lkw Rang Disc | -j 08b/ Entladung Disc. j -| 09a/ Lkw Rang Fachm | -| 09b/ Entladung Frisc | -| 10/ Entladung Fachm j -| IIa/ Netto | -| IIb/ Blücher | -
j Emission
I Tag
1 dB(A)
| 34.3 1 48.5 | 48.5 | 48.5 | 48.5 | 62.0 | 63.6 | 63.0 | 71.0 | 79.2 | 71.0 | 78.8 | 100.0 | 65.0 | 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / gm
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw, ges Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
m
21.5 27.4 99.5 31.9 50.3 105.6 121.5 24.6 98.7
112.9 92.0
104.9 113.0 36.2 79.2
De
dB
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 3.0 6.0 3.0 3.0 3.0
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o
mittlere Werte für Cmet
Tag
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nacht
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Drefl
dB
Adiv
dB
Agr | 1
dB |
0.1 | -46.2 | -1.2 1 0.0 0.5 0.0 0.3 2.5 2.5 0.1 1.8 0.0 1.5 0.0 2.1 0.2 0.5
-40.0 -51.2 -45.1 -48.7 -51.5 -52.7 -43.6 -51.4 -52.1 -50.8 -51.4 -52.1 -45.9 -51.1
0.0 j -3.0 | -0.7 | -1.9 | -3.1 | -3.3 | -0.3 | -2.9 j -2.9 | -2.8 | -2.8 | -3.1 | -1.0 | -2.8 |
Aatm
dB
-0.1 -0.1 -0.2 -0.1 -0.1 -0.2 -0.3 -0.1 -0.2 -0.2 -0.2 -0.2 -0.2 -0.1 -0.2
Abar L AT
Tag
dB | dB(A)
-1.6 | 24.0 -0.3 -1.4 -3.3 0.0 0.0 0.0 -0.6 0.0 -0.8 0.0 0.0 0.0 0.0 -1.1
26.8 10.7 20.8 24.4 22.7 21.2 46.5 38.3 42.0 38.9 43.6 49.7 53.3 37.9
Nacht
Zeitzuschläge KEZ
Tag Nacht
dB(A) | dB | dB
0.0 | 22.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
KR Tag
dB
0.6 0.6 0.6 0.6 0.6 | 0.6 | 0.6 | 2.2 | 4.0 | 3.0 | 4.0 | 3.0 | o.o 1 o.o 1 o.o 1
Un | {L AT+KEZ+KR) | Tag
dB(A)
47.4 49.6 24.0 44.1 44.8 42.6 42.0 46.2 36.3 37.7 36.9 39.3 37.7 53.3 37.9
Nacht 1
<3B(A) |
0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | o.o 1 o.o 1 o.o 1
LIMA_7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln
Anlage 20 zum Gutachten Nr. 10098
Ingenieurbüro für Schallschutz
Dipl.-Ing. Volker Ziegler
I S
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c o f i r c o c o n c N m o f i o f i o o o W l N C N C N O l C T l O C N U J r U J r C N O O
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Auftrag ep2-lslEGE
Datum 22/09/2010
Aufpunktbezeichnung Lage des Aufpunktes
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Tag Nacht 51.8 dB(A) 0.0 cB(A)
Emittent Name
01/ Pkw PB 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher
Ident
-
-------
-------
Emission
Tag
dB(A)
34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8 100.0 65.0 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' LW' Lw" Lw' Lw" Lw Lw" Lw"
RQ | I 1
2.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 1.0| 3.0| 1.0| 3.0| 0.0| 2.0| 2.0|
Anz./L/Fl Lw,ges Tag Nacht
/ m / qm | dB(A) | dB(A)
3691.0 37.4 27.9 70.6
215.6 10.0 6.8
316.5 50.6 19.2 51.9 21.2 1.0
1607.6 906.4
Korr. Formel
dB
70.0 | 0.0 | 0.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds DC |
1 m | dB |
39.3 | 3.0| 119.0 34.2 44.8 38.2 54.3 84.2 38.0 29.8 27.4 88.8 98,0 69.1
118.8 122.1
3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 6.0| 3.0| 6.0| 3.0| 3.0| 3.0|
DI
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mittlere werte für cmet
Tag Nacht
dB | dB
0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Drefl
dB
2.7 2.3 3.1 2.2 2.7 0.8 2.2 2.5 3.3 2.6 2.8 0.0 3.6 2.8 4.0
Adiv
dB
Agr Aatm
dB | dB
Abar L AT
Tag
dB | dB(A)
Nacht
Zeitzuschläge KEZ
Tag Nacht KR Tag
dB (A) | dB | dB | dB
-48.3 | -3.7 | -0.1 1 -2.1 1 21.5 1 0.0 1 22.8 1 0,0 1 0.6 -53.4 -41.7 -48.1 -47.1 -45.7 -49.5 -48.6 -42.0 -40.5 -50.5 -50.8 -47.8 -54.1 -53.5
-4.3 -2.4 -3.7 -3.5 -3.4 -4.0 -3.6 -2.1 -0.3 -4.0 -3.8 -3.6 -4.4 -4.3
-0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.1 -0.2 -0.2 -0.1 -0.3 -0.3
-0.5 -5.2 -1.8 -3.4
-15.6 -14.0 -3.2 -4.4
-12.8 -7.1 -8.1
-15.7 -0.4 -6.3
11.1 19.7 18.5 23.4 11.0 9.5
38.1 45.7 47.0 32.1 35.1 39.4 43.7 32.3
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20,2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
Lm | (L AT+KEZ+KR) | Tag
dB(A)
44.9 34.0 33.0 41.9 43.8 30.9 30.3 37.8 43.7 42.7 30.1 30.8 27.4 43.7 32.3
Nacht |
dB(A) |
0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | o.o 1 0.0 | 0.0 j 0.0 | o.o 1 o.o 1
> DJ
CD CD
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Aufpunktbezeichnung Lage des Aufpunktes
108 l.OG NO -FAS. - GEB.: GEPLANTES WA <TD>-Xi= 4416.8604 km Yi= 5980.4609 km Zi= 5.50 m
Tag Nacht 54.0 dB(A) 0.0 dB(A)
Emittent Name
01/ Pkw PB 02/ Pkw Ein-Ausf. NO 03/ Pkw Ein-Ausf. NW 04a/ Pkw Durch ges 04b/ Pkw Durchf Teil 05/ EKW Discounter 06/ EKW Frischemarkt 07/ Lkw An-Abfahrt 08a/ Lkw Rang Disc 08b/ Entladung Disc. 09a/ Lkw Rang Fachm 09b/ Entladung Frisc 10/ Entladung Fachm IIa/ Netto IIb/ Blücher
Ident
-
--------------
Emission
Tag
dB(A)
34.3 48.5 48.5 48.5 48.5 62.0 63.6 63.0 71.0 79.2 71.0 78.8
100.0 65.0 60.0
Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lw" Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw' Lw" Lw' Lw" Lw Lw" Lw"
RQ
2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.0 1.0 3.0 0.0 2.0 2.0
Anz./L/Fl
/ m / am
3691.0 37.4 27.9 70.6 215.6 10.0 6.8
316.5 50,6 19.2 51.9 21.2 1.0
1607.6 906.4
Lw, Tag
dB(A)
70.0 64.2 63.0 67.0 71.8 72.0 72.0 88.0 88.0 92.0 88.2 92.0
100.0 97.1 89.6
ges Nacht
dB(A)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0
Korr. Formel
dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
min. ds
tn
39.5 119.0 32.9 45.0 38.4 54.5 84.3 38.3 30.0 27.6 88.9 98.0 69.2 118.9 122.2
De | 1
dB |
3.0| 3-0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 3.0| 5,9| 3.0| 6.0J 3.0| 3.0| 3.0|
DI
dB
mittlere werte für cmet
Tag
dB
Nacht
dB
Drefl Adiv Agr
dB | dB | dB
0.0 | 0.0 | 0.0 | 2.3 | -48.3 | -2.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
2.3 2.7 2.0 2.4 0.0 2.3 2.2 2.6 1.4 1.9 0.0 4.7 2.8 3.8
-53.4 -41.7 -48.2 -47.1 -45.7 -49.5 -48.4 -42.0 -40.4 -50.6 -50.8 -47.8 -54.1 -53.3
-3.9 -0.4 -2.8 -2.4 -2.3 -3.3 -2.6 -0.5 0.0 -3.4 -3.3 -2.8 -4.1 -3.8
Aafcm
dB
Abar
dB
-0.1 | -0.7 -0.2 -0.1 -0.1 -0.1 -0.1 -0.2 -0.1 -0.1 -0.1 -0.2 -0.2 -0.1 -0.3 -0.3
0.0 -4.4 -0.5 -2.0 -13.8 -9.0 -2.0 -2.9 -9.0 -2.4 -2.4
-11.2 0.0 -2.9
L AT
Tag Nacht
Zeitzuschläge KEZ
Tag
dB(A) | dB(A) | dB
23.4 | 0.0 1 22.8 12.0 22.0 20.4 25.6 13.1 15.3 40.1 48.0 49.8 36.5 41.3 45.8 44.5 36.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
22.3 12.7 22.8 19.8 19.3 20.2 -2.5 -6.0 -7.3 -6.0 -7.3
-12.0 0.0 0.0
Nacht KR Tag
dB | dB
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.6 0.6 0.6 0.6 0.6 0.6 0.6 2.2 4.0 3.0 4.0 3.0 0.0 0.0 0.0
Lm | (L AT+KEZ+KR) | Tag Nacht |
dB(A) | dB(A) |
46.8 1 0.0 I 34.9 35.3 43.8 46.0 33.0 36.1 39.8 46.0 45.5 34.5 37.0 33.8 44.5 36.0
0.0 | 0.0 | o.o 1 0.0 | 0.0 | 0.0 | 0.0 | 0.0 j 0.0 | 0.0 | 0.0 | o.o 1 0.0 | o.o 1
LIMA7 Version: 5.3.01 Lizenznehmer: IBS - Ingenieurbüro für Schallschutz Dipl.-Ing. V. Ziegler, Mölln
B e u r t e i l u n g s p e g e l
<= 35 dB(A) > 35 - 40 dB(A) > 40 - 45 dB(A) > 45 - 50 dB(A) > 50 - 55 dB(A) > 55 - 60 dB(A) > 60 - 65 dB(A) > 65 - 70 dB(A) > 70 - 75 dB(A) > 75 dB(A) Isolinien 1 dB
Berechnung von Geräuschimmissionen nach TA Lärm in 5,0 m H ö h e ( 1 . OG)
ANLAGE 25 Gutachten 10-09-8 Plotdatei: r2-ls-og M1:1000
Vorhabenbez. Bebauungsplan Nr. 2 der Gemeinde Ratekau (EKZ an der Rosenstraße)
Mit Schallschutzmaßnahmen: Lärmschutzwände h=3,0/2,5 m Verlegung der Rosenstraße
Zusatz- und Vorbelastung
Auftraggeber: Gemeinde Ratekau Bäderstraße 19 23626 Ratekau
Ing.-Büro für Schallschutz Grambeker Weg 146 23879 Mölln Tel.: 0 45 4 2 / 8 3 62 47
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HB. ART DER Ä N D E R U N G NA VE D A T U M
Gemeinde Ratekau jjyy - Verkehrskonzept -
Errichtung eines Nahversorgungszentrums im Geltungsbereich des vorhabenbezogenen
B-Planes Nr. 2 der Gemeinde Ratekau Lageplan Verkehrsbelastung
Ist-Zustand PKW(LKW)/h MaBetab:
Anlage: 6
BterbeHet: Seil
CAD-Beart»rtar: Kuhle
Blatt Nr.: 1
CAD ata:
Geplottetam: is.et.toio
Angefertigt: KM, 14. Juni 2010
Ü3B1 Ingenieurbüro für
Tiefbau und Vermessung GbR Rathausstr. 2 - 24103 Kiel
Tel . : 0431/97429-0 Fax.: •99
Anlage 26 zum Gutachten Nr. 10-09-8
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NR. ART DER ÄNDERUNG NAME DATUM
Gemeinde Ratekau jjjj^ Verkehrskonzept
Errichtung eines Nahversorgungszentrums im Geltungsbereich des vorhabenbezogenen
BPlanes Nr. 2 der Gemeinde Ratekau Lageplan Verkehrsbelastung
PrognoseZustand PKW(LKW)/h UiBttab:
Anlag«:
Bearbeitet: Seil
CAD-Baarbator: Kuhle
Blatt N>.:
CADBBd:
GapTottetam: ii.tt.tw
Angefertigt: K M 14.Juni2010
B3B1 Ingenieurbüro für
Tiefbau und Vermessung GbR Rathausstr. 2 • 24103 Kiet
Tel.: 0431/97429-0 Fax. 99
fsSSüEBwiBö«
Anlage 27 zum Gutachten Nr. 10098