Abstract

Dredging has been prohibited in the harbor of Oslo in the past 15 years as a result of serious sediment contamination. Through a joint effort of the Oslo Harbor Authorities, the Norwegian Road Administration, and the Norwegian Pollution Control Authorities, a remediation plan for the redevelopment of the old harbor of Oslo has been implemented. The plan, which will be completed in 2009, includes dredging of the shallow parts of the harbor down to 15 m of water depth (approximately 450,000 m3), capping of the deeper parts of the harbor (1,000,000 m2), as well as construction of a deep water confined aquatic disposal facility for the dredged material at 70-m depth in the inner Oslofjord. To prevent uncontrolled contaminant transport, an on-line monitoring system is operated that consists of buoys with turbidity loggers and a water current velocity meter. Passive samplers are used for time-integrated sampling of organic contaminants. In addition, periodic sampling and analysis of water and suspended solid samples are carried out. To document the environmental benefit from the remediation, contaminant transport is quantified before, during, and after remediation using flux measurements based on in situ diffusion chambers. Monitoring results show that remobilization of contaminants has been very limited and do not exceed the amounts defined in the environmental permit from the pollution control authorities (environmental budget). Capping resulted in more than 90 % reduction in contaminant flux.

References

1.
The Oslo Harbor Remediation Project, http://www.renoslofjord.no/in-english/
2.
Norwegian Institute for Water Research
. “
Oslo Harbor Contaminated Sediments—Flow Conditions and Sediment Quality at the Malmøykalven Basin, Inner Oslofjord
,” NIVA Report No. 4019–99,
1999
(in Norwegian).
3.
Norwegian Geotechnical Institute
, “
Oslo Harbor-Deep Water Disposal Site at Malmøykalven—Additional Impact Assessment: Contaminant Budget, Expenses, and in situ Cover
,” NGI Report No. 20011067–1,
2003
(in Norwegian).
4.
Holme
,
J. K.
,
Docter
,
L.
,
Eek
,
E.
,
Jensen
,
T. G.
,
Løken
,
T.
, and
Breedveld
,
G. D.
, “
Material Behavior of Dredged Contaminated Sediments From Simple Laboratory Tests and Oedometer Tests
,”
J. ASTM Int.
 1546-962X, Vol.
3
(
7
),
2006
, Paper ID JAI13323. https://doi.org/10.1520/JAI13323
5.
Eek
,
E.
,
Cornelissen
,
G.
,
Kibsgaard
,
A.
, and
Breedveld
,
G. D.
, “
Diffusion of PAH and PCB From Contaminated Sediments with and Without Mineral Capping; Measurement and Modelling
,”
Chemosphere
 0045-6535, Vol.
71
,
2008
, pp.
1629
1638
. https://doi.org/10.1016/j.chemosphere.2008.01.051
6.
Norwegian Geotechnical Institute
, “
Oslo Harbor-Monitoring of Contaminants During Dredging and Disposal—Extended Monitoring Program 2008
,” NGI Report No. 20051785–36,
2008
(in Norwegian).
7.
Cornelissen
,
G.
,
Pettersen
,
A.
,
Eek
,
E.
,
Nesse
,
E.
,
Helland
,
A.
, and
Breedveld
,
G. D.
, “
The Contribution of Urban Runoff to Organic Contaminant Levels in Harbor Sediments Near Two Norwegian Cities
,”
Mar. Pollution Bull.
 0025-326X, Vol.
56
,
2008
, pp.
565
573
. https://doi.org/10.1016/j.marpolbul.2007.12.009
8.
Cornelissen
,
G.
,
Pettersen
,
A.
,
Broman
,
D.
,
Mayer
,
P.
, and
Breedveld
,
G. D.
, “
Equilibrium Passive Samplers to Determine Freely Dissolved Native PAH Concentrations in Field and Laboratory
,”
Envir. Toxicol. Chem.
 0730-7268, Vol.
27
,
2008
, pp.
499
508
. https://doi.org/10.1897/07-253.1
9.
Berge
,
J. A.
, “
Summary of Monitoring Data of Blue Mussels from the Inner Oslofjord Status 2007
,” Technical Note O-27476,
2008
(in Norwegian).
10.
Oen
,
A. M. P.
,
Breedveld
,
G. D.
,
Kalaitzidis
,
S.
,
Christanis
,
K.
, and
Cornelissen
,
G.
, “
How Quality and Quantity of Organic Matter affect PAH Desorption from Norwegian Harbor Sediments
,”
Envir. Toxicol. Chem.
 0730-7268, Vol.
25
,
2006
, pp.
1258
1267
. https://doi.org/10.1897/05-429R.1
11.
Eek
,
E.
,
Pettersen
,
A.
,
Hauge
,
A.
,
Breedveld
,
G. D.
,
Solberg
,
A.
,
Heines
,
S. U.
,
Solberg
,
K.
, and
Lie
,
S. O.
, “
Disposal of Contaminated Dredged Material in a Local Confined Disposal Facility, Budgeting and Accounting of Contaminant Transport
,”
J. ASTM Int.
 1546-962X, Vol.
3
(
7
),
2006
, p. JAI13317. https://doi.org/10.1520/JAI13317
12.
Eek
,
E.
, “
Mechanisms of Contaminaant Transport and the Effect of Containment of Contaminated Sediments
,” Ph.D. thesis,
University of Oslo
,
2008
.
13.
Norwegian Geotechnical Institute
, “
Norwegian Road Administration-Capping of Contaminated Sediment with clay in Oslo Harbor—Quality of new Bottom Sediments After Remediation
,” NGI Report No. 20051396–2,
2008
(in Norwegian).
14.
Norwegian Geotechnical Institute
, “
Oslo Harbor-Monitoring of Contaminants During Dredging and Disposal—Contaminant Transport Account, January to October 2008
,” NGI Report No. 20051785–55,
2009
(in Norwegian).
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