2009
DOI: 10.1111/j.1365-2478.2008.00762.x
|View full text |Cite
|
Sign up to set email alerts
|

An investigation of seawater and sediment depth using a prototype airborne electromagnetic instrumentation system – a case study in Broken Bay, Australia

Abstract: A B S T R A C TPrevious studies using commercial airborne electromagnetic equipment that is not optimized for marine surveying have demonstrated the use of airborne electromagnetic methods for measuring water depth and estimating sediment thickness. A new prototype helicopter time-domain airborne electromagnetic system, SeaTEM (0), is now under development for bathymetric surveying. The first sea trial of the SeaTEM(0) system took place over Broken Bay, New South Wales, Australia, in shallow water up to ∼30 m … Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1

Citation Types

1
17
0

Year Published

2011
2011
2020
2020

Publication Types

Select...
7
1

Relationship

2
6

Authors

Journals

citations
Cited by 23 publications
(18 citation statements)
references
References 19 publications
1
17
0
Order By: Relevance
“…The AEM bathymetry method usually assumes a one-dimensional (1D) layered-earth model consisting of at least two layers (seawater and unconsolidated sediment) overlying a less conductive basement, for interpretation of AEM data [20]. Apart from investigating wave propagation in coastal regions, knowledge of the sea surface topography (i.e., instantaneous wave surface) obtained from 2D laser scanning during AEM survey can support AEM bathymetry studies by measuring the deviation of the sea surface from 1D, thereby invoking the use of 2D and 3D EM interpretation methods if necessary.…”
mentioning
confidence: 99%
“…The AEM bathymetry method usually assumes a one-dimensional (1D) layered-earth model consisting of at least two layers (seawater and unconsolidated sediment) overlying a less conductive basement, for interpretation of AEM data [20]. Apart from investigating wave propagation in coastal regions, knowledge of the sea surface topography (i.e., instantaneous wave surface) obtained from 2D laser scanning during AEM survey can support AEM bathymetry studies by measuring the deviation of the sea surface from 1D, thereby invoking the use of 2D and 3D EM interpretation methods if necessary.…”
mentioning
confidence: 99%
“…Comparatively few studies have used EMI methods in coastal environments (Paine et al, 2004;Seijmonsbergen et al, 2004;Vrbancich, 2009;Christensen and Halkjaer, 2010;Nenna et al, 2013;Delefortrie et al, 2014b), with most of these focusing on mapping saltwater intrusion. Most of these studies use Geonics EM31, 34, 38, and similar frequencydomain sensors; Geonics EM47, 63, and similar time-domain electromagnetic (TDEM) sensors in addition to various airborne electromagnetic (AEM) systems.…”
Section: Application Of Emi Methods In Coastal Studiesmentioning
confidence: 99%
“…AEM surveys are important for coastal studies but are beyond the scope of this paper. Previous coastal EMI studies have explored subsurface σ because it is related to framework geology (Seijmonsbergen et al, 2004;Vrbancich, 2009), classification of coastal wetlands (Paine et al, 2004), and investigation of coastal groundwater dynamics and pollution (Goldman et al, 1991;Fitterman and Deszcz-Pan, 1998;Christensen and Halkjaer, 2010;Nenna et al, 2013). Seijmonsbergen et al (2004) use the EM34 (albeit not a portable multifrequency EMI profiler) at 20 m station spacing and 20 m coil separation to acquire a 14.5 km transect along a segment of the Dutch coast, Netherlands.…”
Section: Application Of Emi Methods In Coastal Studiesmentioning
confidence: 99%
“…Combined with interpreted water depths (i.e. AEM bathymetry), the AEM method can therefore be used to (i) estimate the bedrock topography by combining the water depth and sediment thickness (Vrbancich, 2009;Vrbancich & Fullagar, 2007a) and (ii) map the seafloor resistivity (Won & Smits, 1986a). Combined with empirical relationships such as Archie's Equation (Archie, 1942) and assumed cementation factors for unconsolidated marine sediments (Glover, 2009), the derived seafloor resistivities can be used to estimate important seafloor properties such as density, porosity, sound speed and from these properties, acoustic reflectivity (Won & Smits, 1986a).…”
Section: Fig 1 Schematic Diagram Of the Fixed-wing Time-domain Geotmentioning
confidence: 99%
“…Commercial systems were initially used from 1998 to 2005 for field trials to appraise the accuracy of the AEM bathymetry method based on (i) time-domain fixed-wing AEM using the GEOTEM and QUESTEM systems (Vrbancich et al, 2005a,b;Wolfgram & Vrbancich, 2007), (ii) time-domain helicopter AEM using the HoistEM system (Vrbancich & Fullagar, 2004, 2007b and (iii) frequencydomain helicopter AEM using the DIGHEM V system (Vrbancich et al, 2000a,b) and DIGHEM_Resistivity system (Vrbancich, 2004). Between 2006 and 2010, field trials were conducted with a prototype SeaTEM system (Vrbancich, 2009), a floating system equivalent to the commercial RepTEM system and the SeaTEM system . The SeaTEM system is essentially a slightly smaller version of RepTEM, developed for DSTO by Geosolutions Pty Ltd. as a research instrument.…”
Section: Aem Bathymetry Studies In Australian Coastal Watersmentioning
confidence: 99%