Distance dependent study on noise emIsSSIoNs
due to pile driving in recent offshore construc- /
tion projects in the German North Sea LAN
N A MariInEARS ©
en Schmidt, Carina Juretzek Marine Explorer & Registry 5000 nr
BUNDESAMT FÜR
SEESCHIFFFAHRT
UND
=HYDROGRAPHIE
Scope of this study
ville driving Is one of the most intensive anthropogenic noise sources In the marine environment. Each foundation pile may require up to a few thousand strokes with
ıgh hammer energy to drive to the embedded depth. Scientific evidence shows that impacts on the marine environment have to be anticipated if no mitigatior
neasures are applied. Pıle driving events analysed here, occurred during a recent foundation construction phase In a wind farm cluster wıth monopile Installation
jositions located In water depths between approximately 38 and 40 m. Here, we evaluated the acoustic measurements in a standardised monitoring distance of
7/50 and 1500 m to each of the pile driving locations !!?l and at a temporary fixed monitoring station (data resource: MarinEARS !$ 4),
Piling noise at 750 m distance
igure: SEL95 (blue) and Lpeak (black) values evaluated from acoustic monitoring data recorded in a dis-
ınce of 750 m to the pile driving location in comparison to the dual threshold criteria
-or all, but one pile driving event (pile 17) technical noise abatement systems were applied. Results
or pille 17 correspond to a test measurement, which allows evaluating the unmitigated noise emissions
with respect to the project site and construction conditions. Resulting SEL95 in 750 m distance to the
30urce do not exceed a value of 160 dB re 1 uPa$*s for all but 5 piling events, and none of the mitigated
olle driving activities ylelds a SELos above 161 dB. Observed Lpeak values remain well below the
threshold of 190 dB re 1 uPa.
{ | 1
SEL (by .50m : hi iR} 1
Lpeak - 750m ; 8 1
FT ; 1
12 3 45 11” 13141516 17 18 19 20 21 22 23
Piling noise at different distances
Igure: (a) SEL95 and Lpeak values evaluated from acoustic mon-
oring data recorded at the temporary fixed monitoring station.
b) Corresponding distances between the fixed monitoring sta-
ion and the Individual pile driving locations.
Jbserved SEL95 and Lpeak values show an overall decrease
with distance to the pile driving location. Pile 17 corresponds to
a test measurement with only one nolse abatement system and
therefore ylelds higher values.
(a)
17,
mn
}
17,
‘b)
'1]| 6
155 q
CC
A
150 x
<=
[
| 145 ©
" | 140
'5 | | 13:
an 1.3.
, 1011121514 15 16 " 8 1920 21 22 23
Tea Vin Mean
Effect of noise abatement systems
-igure: Narrow-band analysis showing hammer strokes for different noise abatement system configurations but comparable hammer energies, evaluated at
500 m distance to the pile driving location. (a) Pıle 17 without noise abatement systems: (b) piıle 17 wıth IHGC-NMS; and (c) pile 23 wıth IHC-NMS and DBBC.
3oth the Double Big Bubble (a)
„urtain (DBBC) and the IHC-
Noise Mitigation Screen
IHC-NMS) significantly re-
juce the sound level over
16 entire frequency range.
ee
©
©
©
—
Fi
Oo
DD
4
>
en
200 e
A
„80
o
‚60 9
— —
40 =
8)
; Oo,
‚20 S S S
„00
30 So
—
60
40
60
5
140 5
m ©
20 °
100
140 5
&
n
120 ©
100
80
80
‚iY:M!:S5 00:27 00:30
00:33
JO:51
00:54
00:57
CO
JO0:06
109
Energy content of hammer strokes
rigure: Histogram of the proportion of acoustic energy within the low-fregquency range
:< 250 Hz) for all hammer strokes evaluated at 1500 m distance for selected pile driving events.
Ale driving In itself Is a low frequency sound source with more than 85 % of the energy below
250 Hz (see pile 17). The DBBC and IHC-NMS are particularly effective at mitigating high-fre-
Juency sound so that, using these noise mitigation systems, more than 95 % of the energy Is
below 250 Hz (see other piles)
1.5km Pile 17, no BBC
IHC only active at the beginning
ı
= € 100 '
30,5 a /
© O ; |
7 N
80 85 90 95 100 80 85 90 95 100
Energy below 250Hz [%] Energy below 250Hz [%]
1.5km Pike 18 1.5km Pile 21
WU nm | 500 MT aa:
zZ N
Q
7 |) A
CA]
100 80 85 90 95 100
Energy below 250Hz [%]
1.5km Pile 23
EEE
so 85 90 95
Energy below 250Hz ([%]
EP
3
AT
3 x)e m
2
1] BSH, 2011. Offshore-Windparks Messvorschrift für Unterwasserschallmessungen
2] BSH, 2013. Offshore-Windparks Messvorschrift für die quantitative Bestimmung der Wirksamkeit von Schalldimmmaßnahmen
3] MarinEARS, https://marinears.bsh.de
4] Underwater noise at BSH, https://www.bsh.de/DE/THEMEN/Offshore/Umweltpruefung/Unterwasserschall MarinEARS/unterwasserschall-marinears_node.htm
5] BMU, 2013. Schallschutzkonzent
ontact: marinears@bsh.de
Cd
}
mr“