Analysis of a combined circular–toppling slope failure in an open–pit
- Authors: Al Mandalawi, Maged , You, Greg , Dahlhaus, Peter , Dowling, Kim , Sabry, Mohannad
- Date: 2019
- Type: Text , Conference paper
- Relation: 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 - The official international congress of the Soil-Structure Interaction Group in Egypt, SSIGE 2018 p. 10-30
- Full Text: false
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- Description: Most studies of rock slope failures on open–pit mines have considered either toppling or circular failure stability analysis. By comparison, complex circular–toppling failure has received much less attention in the published literature. This paper presents a study using a range of methods to investigate a failure that occurred in July 2008 in Handlebar Hill, an open–pit base metal mine, near Mt Isa, Australia. Circular failure is the typical slope failure mechanism in slopes with low–strength rocks, although direct/flexural toppling of jointed columns can also occur. The study reviews circular–toppling failure mechanisms in the context of the local geotechnical and geo–hydrological conditions, which include the interaction between fault contacts and the existing deformed rocks. General limit equilibrium methods are used to evaluate the sensitivity of slope models to rock strength parameters and the trigger mechanisms. Finite element methods are used to assess the failure mechanisms and slope displacement, and a kinematic approach is used to evaluate structurally controlled slope instability mechanisms. The results demonstrate that the most credible failure mechanism was shearing along a circular path through the upper weaker rocks (leached Magazine Shale) that in turn initiated secondary block toppling, and the progressive nature of the slope failure mechanism. The use of conventional and numerical techniques for back–analysis of the combined circular–toppling failure provided key insights into the failure mechanisms and factors controlling slope instability. © 2019, Springer Nature Switzerland AG.
Effect of faults on stability of partially saturated rock slope
- Authors: You, Greg , Jaggi, Nav , Al Mandalawi, Maged , Dowling, Kim , Dahlhaus, Peter
- Date: 2019
- Type: Text , Book
- Relation: Deep Rock Mechanics : From Research to Engineering
- Full Text: false
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- Description: The effect of three faults on the slope stability was studied for the Stage 1 open pit in an open cut mine in Australia. The faults were treated as joints using Barton's method, and the slope was under dry and partially saturated conditions. A finite element program in RocScience was used in the study, where the generalized Hoek-Brown criterion was employed for rock mass and the Mohr-coulomb criterion for the faults. It is found that the factor of safety of the slope decreased with the introduction of the fault structures. Furthermore, the fault structures created higher stress concentrations zones at the ends of the faults.
Modelling and analyses of rock bridge fracture and step-path failure in open-pit mine rock slope
- Authors: Al Mandalawi, Maged , You, Greg , Dahlhaus, Peter , Dowling, Kim , Sabry, Mays
- Date: 2019
- Type: Text , Conference paper
- Relation: 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 - The official international congress of the Soil-Structure Interaction Group in Egypt, SSIGE 2018, 24-28 November 2018 p. 198-226
- Full Text: false
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- Description: Rock Bridge fracturing and coalescence with pre-existing discontinuities in rock mass due to the initiation, propagation and interaction of these fractures refers to instability mode of step-path failure. Step-path failure is a typical type of instable mode of man-made and natural rock slopes. The continuum finite element method was applied to work on deeper insight into the propagation of tensile cracks which developing in the intact rock bridges that can finally coalesce to form step-path failure. In this paper, based on the intact rock fracturing hypothesis, two selected slope simulations from the Handlebar Hill open - pit mine near Mt. Isa in Queensland, Australia, modeled the process of fracturing and step-path failure through different pre-existing discontinuities. The empirical models of Bobet and Einstein (1998) and the progressively cracks development are observed within crack initiation, propagation and coalescence in the intact rock bridges. Proposed slope models of the mine included four joint-net distributions through the rock masses considering the geometry of structures (dip angles, spacing, lengths and orientation) illustrated the extension cracks from the flaw tips and propagated to the slope surface. Modes of intact rock bridges fracturing (shear, tensile and a combination of shear and tensile) have been observed. Tensile fracture is usually generated when the rock bridge angle is sub-vertical. Shear fracture can be initiated in less steep rock bridge angles. A combination of shear and tensile failure is normally generated in slopes with. Slope with explicit large-scale structures of steeper dip angles increased the yielding. Larger structures show much higher potential for yielding as the tensile stresses increasing. Major joint plane spacing resulted in less potential for relative deformations between neighboring structures and consequently reduced slope instability. The changes of length and spacing have more influence on slope stability than a change in the dip angle of the structures. © 2019, Springer Nature Switzerland AG.
The role of interoperable data standards in precision livestock farming in extensive livestock systems : A review
- Authors: Bahlo, Christiane , Dahlhaus, Peter , Thompson, Helen , Trotter, Mark
- Date: 2019
- Type: Text , Journal article , Review
- Relation: Computers and Electronics in Agriculture Vol. 156, no. (2019), p. 459-466
- Full Text: false
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- Description: Livestock industries are increasingly embracing precision farming and decision support tools. As a result, sensors, weather stations, individual animal tracking, feed monitoring and other sources create large data volumes, much of which is used only for a single purpose. There are unrealised potential benefits of making on farm data interoperable and accessible and federating it with public data sources. We reviewed recent literature on precision livestock farming (PLF) technologies in relation to the use of public data, open standards and interoperability. Livestock farms produce rising volumes of disparate private datasets, reflecting a variety of information needs and technological opportunities, but typically lacking interoperable formats and metadata. These as well as large amounts of accessible public datasets are currently underutilised in decision support tools. Tools that demonstrate the use of interoperable standards and bring together public and private data for decision support can enhance the value proposition and help lower barriers to the sharing and re-use of data. This review of interoperable standards in extensive livestock farming systems concludes that there is a need for not only a new type of decision support tool, but also a consensus on data exchange standards to prove the value of shared data at farm scale (commercial benefit) and a regional scale (public good). © 2018
An unexpected decrease in urban water demand : Making discoveries possible by taking a long-term view
- Authors: Ebbs, David , Dahlhaus, Peter , Barton, Andrew , Kandra, Harpreet
- Date: 2018
- Type: Text , Journal article
- Relation: Water Policy Vol. 20, no. 3 (2018), p. 617-630
- Full Text: false
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- Description: Forecasting supply and demand is fundamental to the sustainability of the water system. Demand for urban water seems on an ever-upward trajectory, with use increasing twice as quickly as population throughout the 20th century. However, data from Ballarat, a city in south-eastern Australia, show that despite this conventionally held wisdom, total water usage actually peaked over 30 years ago. While the 1997–2009 ‘Millennium Drought’ had some effect, the decline commenced many years before. Initially, this was due to a reduction in external domestic water use, which correlates well with an increase in water price. However, the effect was found to not be purely economic as the price was not volumetric-based. Internal water use seems more affected by technological advances and regulatory controls. Interestingly, there was no relationship found between rainfall and water demand. The role of price, water-reduction education programmes, water-efficient technology and regulation supports previous research that a multifaceted approach is required when developing demand-reduction policies and strategies. This finding emphasises the importance of understanding the component of consumptive behaviour being targeted, and ensuring that policies being implemented are appropriate for the desired behavioural change.
Enabling global exchange of groundwater data : GroundWaterML2 (GWML2)
- Authors: Brodaric, Boyan , Boisvert, Eric , Chery, Laurence , Dahlhaus, Peter , Grellet, Sylvain , Kmoch, Alexander , Létourneau, Francois , Lucido, Jessica , Simons, Bruce , Wagner, Bernhard
- Date: 2018
- Type: Text , Journal article
- Relation: Hydrogeology Journal Vol. 26, no. 3 (2018), p. 733-741
- Full Text: false
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- Description: GWML2 is an international standard for the online exchange of groundwater data that addresses the problem of data heterogeneity. This problem makes groundwater data hard to find and use because the data are diversely structured and fragmented into numerous data silos. Overcoming data heterogeneity requires a common data format; however, until the development of GWML2, an appropriate international standard has been lacking. GWML2 represents key hydrogeological entities such as aquifers and water wells, as well as related measurements and groundwater flows. It is developed and tested by an international consortium of groundwater data providers from North America, Europe, and Australasia, and facilitates many forms of data exchange, information representation, and the development of online web portals and tools. © 2018, The Author(s).
Liberating soil data for profitable agriculture and catchment health in the Corangamite region, Australia
- Authors: Dahlhaus, Peter , Nicholson, Cameron , Ryan, Bret , MacLeod, Andrew , Milne, Robert
- Date: 2018
- Type: Text , Journal article
- Relation: New Zealand Journal of Agricultural Research Vol. 61, no. 3 (2018), p. 333-339
- Full Text: false
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- Description: Detailed soil data has been collected in the Corangamite region of south-east Australia for over 80 years, as a testament to the productive value of the region’s agricultural soils. Soil science over that period has resulted in soil maps, soil investigation sites and archival materials that provide valuable baseline data for the analysis of trends over time. This legacy data has been brought together with contemporary data in the award-winning Soil Health Knowledge Base, an Internet portal based on spatial data infrastructure that interoperably federates data (open data, research data, industry data, sensor data, legacy data, crowdsourced data … any available data). The portal provides the best available data sources for research and consulting, as well as functions for both the private reward and the public good. The ultimate intent is to provide timely decision support for agricultural enterprises and catchment managers to protect, enhance and restore soil health.
Finite element analysis of rock slope stability using shear strength reduction method
- Authors: You, Greg , Al Mandalawi, Maged , Soliman, Ahmed , Dowling, Kim , Dahlhaus, Peter
- Date: 2017
- Type: Text , Conference proceedings
- Relation: 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures; Sharm El Sheikh, Egypt;15th-19th July 2017; published in Soil Testing, Soil Stability and Ground Improvement : Proceedings of the 1st GeoMEast International Congress and Exhibition, Egypt 2017 on Sustainable Civil Infrastructures (part of the Sustainable Civil Infrastructures book series) p. 227-235
- Full Text: false
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- Description: Finite element analysis incorporating the shear strength reduction method was applied to study the west slope stability of an open cut mine in Australia using Mohr–Coulomb and generalized Hoek–Brown criteria. The pit of the mine had multiphase excavations and reached 180 m in depth. The study investigated three slope configurations, namely, Stage 1 inter ramp slope 43°, Stage 2 inter ramp slope 49° and optimized Stage 2 slope 54°. When implementing the generalized Hoek–Brown failure criterion, the equivalent factor of safety was 1.96, 1.87 and 1.40 under dry slope for the three configurations, respectively. However, under partly saturated conditions, the optimised slope would have a factor of safety 1.16. Furthermore, the generalised Hoek–Brown criterion generated lower factors of safety than the Mohr–Coulomb failure criterion. The difference is related to an overestimation of the shear strength parameters by the linear Mohr–Coulomb criterion under low confining stresses compared with the non-linear Hoek–Brown.
A New assessment framework for transience in hydrogeological systems
- Authors: Currell, Matthew , Gleeson, Tom , Dahlhaus, Peter
- Date: 2016
- Type: Text , Journal article
- Relation: Groundwater Vol. 54, no. 1 (2016), p. 4-14
- Full Text: false
- Reviewed:
- Description: The importance of transience in the management of hydrogeologic systems is often uncertain. We propose a clear framework for determining the likely importance of transient behavior in groundwater systems in a management context. The framework incorporates information about aquifer hydraulics, hydrological drivers, and time scale of management. It is widely recognized that aquifers respond on different timescales to hydrological change and that hydrological drivers themselves, such as climate, are not stationary in time. We propose that in order to assess whether transient behavior is likely to be of practical importance, three factors need to be examined simultaneously: (1) aquifer response time, which can be expressed in terms of the response to a step hydrological change (τstep) or periodic change (τcycle); (2) temporal variation of the dominant hydrological drivers, such as dominant climatic systems in a region; (3) the management timescale and spatial scale of interest. Graphical tools have been developed to examine these factors in conjunction, and assess how important transient behavior is likely to be in response to particular hydrological drivers, and thus which drivers are most likely to induce transience in a specified management timeframe. The method is demonstrated using two case studies; a local system that responds rapidly and is managed on yearly to decadal timeframes and a regional system that exhibits highly delayed responses and was until recently being assessed as a high level nuclear waste repository site. Any practical groundwater resource problem can easily be examined using the proposed framework.
- Description: The importance of transience in the management of hydrogeologic systems is often uncertain. We propose a clear framework for determining the likely importance of transient behavior in groundwater systems in a management context. The framework incorporates information about aquifer hydraulics, hydrological drivers, and time scale of management. It is widely recognized that aquifers respond on different timescales to hydrological change and that hydrological drivers themselves, such as climate, are not stationary in time. We propose that in order to assess whether transient behavior is likely to be of practical importance, three factors need to be examined simultaneously: (1) aquifer response time, which can be expressed in terms of the response to a step hydrological change (
Kinematic assessment of slopes at handlebar hill open cut mine, Mt. Isa, Queensland, Australia
- Authors: Almandalawi, Maged , You, Greg , Dowling, Kim , Dahlhaus, Peter
- Date: 2016
- Type: Text , Journal article
- Relation: International Journal of GEOMATE Vol. 10, no. 1 (2016), p. 1575-1583
- Full Text: false
- Reviewed:
- Description: A complete kinematic analysis was conducted for the west slope at the Handlebar Hill mine using the Rocscience/Dips 6.0 software. The west slope was divided into three zones: W1 (south-west), W2 (mid-west) and W3 (north-west), which were then subdivided into nine small elements to increase the certainty of parameters. This enabled the analysis to define the potential kinematics of motions of critical structures. Small scale joints, bedding, faults, shears along the discontinuities were plotted and the data were analysed systematically. The results indicated that the potential toppling mode created by discontinuities can lead to direct/flexural toppling failure. The kinematic feasibility also revealed that the intersections of the discontinuities within the critical zone can structurally control the wedge planar failure modes. The results will assist the mine geotechnical engineers to understand the potential slope failure mechanisms and their locations. © 2016, International Journal of GEOMATE.
Soil data for biophysical models in Victoria, Australia : Current needs and future challenges
- Authors: Robinson, Nathan , Dahlhaus, Peter , MacEwan, Richard , Alexander, J. K.
- Date: 2016
- Type: Text , Journal article
- Relation: Geoderma Regional Vol. 7, no. 3 (2016), p. 259-270
- Full Text: false
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- Description: The use of biophysical models to support increased food production and environmental protection is on the rise. This paper reviews the demand for, and trends in, soil property data for various biophysical models being used in Victoria, Australia, over the 2009-2014 period. The study used surveys, workshops and interviews with public sector modellers to examine perceptions of the soil parameters that affect model sensitivity and error. Although the data requirements of models have remained similar over the 5 year period, the diversity of models used has decreased. There is evidence of increased application of models at point/site scale to support grains, dairy and livestock production industries in Victoria. Opportunities are identified to deliver finer scale soil data from digital soil mapping to better meet modelling requirements for agricultural industries in Victorian landscapes. © 2016 Elsevier B.V. All rights reserved.
The journey to a water sensitive city - a case study of Ballarat, Victoria, Australia
- Authors: Ebbs, David , Kandra, Harpreet , Dahlhaus, Peter
- Date: 2016
- Type: Text , Conference paper
- Relation: 37th Hydrology & Water Resources Symposium 2016: Water, Infrastructure and the Environment p. 107-114
- Full Text: false
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- Description: Water security is a vital part of ensuring a sustainable future. This is particularly true for many cities in Australia where relatively low rainfall, population growth and climate change places communities under water stress. The 'Water Sensitive City' is one in which water is drawn from a range of water supplies and that sustainably interacts with its surrounding environment. Every city has a unique water history in which the economic, environmental and social history have impacted on the development of water management. Tracking the evolution of water management of a city from its initial stages can provide information regarding the journey towards a Water Sensitive City. Water management in Ballarat has been tracked from the establishment of the first water supply to the city in the 1850's until 2015 using historical records from the local water authority. These records show that Ballarat generally followed the classical water development model with the introduction of water supply, sewerage and water treatment. Water use in Ballarat increased dramatically from 1941 until 1980, in line with increased standards of living as expected. However, after this time water use decreased despite continued population growth, and commercial water use decreased as a percentage of total use and external water use also declined. The reasons behind the decline in water use since 1980 may contain lessons that can be used in the establishment of Water Sensitive Cities.
An assessment of the monitoring methods and data limitations for inflow and infiltration in sewer networks
- Authors: Jayasooriya, Mahinda , Dahlhaus, Peter , Barton, Andrew , Gell, Peter
- Date: 2015
- Type: Text , Conference proceedings
- Relation: 36th Hydrology and Water Resources Symposium: The Art and Science of Water, HWRS 2015; Hobart, Tasmania; 7th-10th December 2016. p. 436-442
- Full Text: false
- Reviewed:
- Description: Inflow and infiltration into separate sewer systems is an ongoing challenge experienced by water utilities in managing sewer networks across the world. An accurate estimation of groundwater infiltration in terms of volume and flow rate is important for making decisions on sewer rehabilitation and for the effective operation of sewer networks. The fast response of surface inflow to sewers occurs during or immediately after a prolonged or intense precipitation event and can often be exacerbated by illegal stormwater connections into the sewer network. The slow response of inflow to sewers can be attributed to deep infiltration or the discharge of groundwater into the sewer network. A common practice for most Australian water utilities in combatting the problem of infiltration and inflow is to undertake short to medium term sewer network flow monitoring, while collecting contemporaneous rainfall data, to assess the various volumes and their origin in their sewer networks. This paper presents a review of the current data collection practices, using the City of Ballarat in south eastern Australia as a case study. Discussion is provided around gaps in data collection practices to properly understand the problem and recommendations are made on what additional monitoring works should be performed so that infiltration, in particular, can be assessed on a sound scientific basis. © 2015, Engineers Australia. All rights reserved.
- Description: The Art and Science of Water - 36th Hydrology and Water Resources Symposium, HWRS 2015
Environmental benefits inferred from impact of reforestation of deforested creek bank on soil conditioning : A case study in Victoria, Australia
- Authors: Rasiah, Velu , Florentine, Singarayer , Dahlhaus, Peter
- Date: 2015
- Type: Text , Journal article
- Relation: Agroforestry Systems Vol. 89, no. 2 (2015), p. 345-355
- Full Text: false
- Reviewed:
- Description: Information regarding changes in soil condition after reforestation may help in inferring environmental and ecosystem benefits. A case study was undertaken in Victoria State, Australia, to investigate the changes in soil condition after reforestation of a deforested creek bank to infer environmental benefits. The study was conducted at four sites in a large farm. At each site a ~150 mstrip of land that ran perpendicular to a creek from the bank to cropping area was selected. The results show that total organic carbon (TOC) and total mineral nitrogen (TN) in the cropped segment (CS) of a strip at a given site were significantly higher than in the corresponding reforested segment (RS) which in turn was higher than in the bare segment (BS) whilst the electrical conductivity (EC) and bulk density (BD) were in the order BS > RS > CS. Six years after reforestation, TOC and TN in the RS increased by 30 and 24 %, respectively, compared with 9 and 8 % for 3 years. The EC, BD, and pH decreased by 26, 14, 14 %, respectively, 6 years after reforestation. Creek bank reforestation associated improvements in TOC, TN, BD, EC, and pH may have positive impact on pollutant and salinity abatement. © Springer Science+Business Media Dordrecht 2014.
Improving access to groundwater data using GroundWaterML2
- Authors: Simons, Bruce , Nation, Eloise , Dahlhaus, Peter
- Date: 2015
- Type: Text , Conference proceedings
- Relation: 36th Hydrology and Water Resources Symposium: The Art and Science of Water, HWRS 2015; Hobart, Tasmania; 7th-10th December 2015 p. 609-616
- Full Text: false
- Reviewed:
- Description: This paper describes the preliminary development and use in the Australian context of a standard designed to exchange groundwater related data. The storage and management of groundwater data is distributed across many agencies and organisations, in disparate databases and formats. Discovering, accessing, interpreting, reformatting and using this data can present considerable challenges for the end-user. Groundwater data interoperability consideration of the use of communication protocols to achieve technical interoperability, the use of common data models to achieve syntactic interoperability and the use of controlled vocabularies to achieve semantic interoperability. GroundWaterML2 is a Geography Mark-up Language (GML) application developed by the Open Geospatial Consortium (OGC) Hydro Domain Working Group. It is intended as a standard for the transfer of groundwater feature data, including data about water wells, aquifers, and related entities. The OGC initiated an interoperability experiment to develop and test the model for commercial, technical, scientific, environmental and policy use cases. CSIRO, the Bureau of Meteorology and Federation University Australia contributed to the design of GroundWaterML2, and established separate OGC web services delivering data out of the National Groundwater Information System (NGIS) and Federation University Australia databases. These services delivered borehole location and construction details, downhole geology, hydrogeologic unit information, groundwater discharge properties, and groundwater fluid property observations. Bringing these services to production would allow users and clients, such as the 'Visualising Victoria's Groundwater' and 'Australian Groundwater Explorer' portals, to access data from multiple providers in a standard format. © 2015, Engineers Australia. All rights reserved.
- Description: The Art and Science of Water - 36th Hydrology and Water Resources Symposium, HWRS 2015
Slope stability and rockfall Hazard analysis in open pit zinc mine
- Authors: Almandalawi, Maged , You, Greg , Dahlhaus, Peter , Dowling, Kim , Sabry, Mohannad
- Date: 2015
- Type: Text , Journal article
- Relation: International Journal of GEOMATE Vol. 8, no. 1 (2015), p. 1143-1150
- Full Text: false
- Reviewed:
- Description: Rockfalls are a major safety hazard in open cut mines, particularly in large-scale deep pits. The geotechnical design relies on in-situ, site-specific, rock slope data to predict the trajectories and velocities of rockfalls that present a residual hazard in the mines. This paper presents slope stability analyses using both static general limit equilibrium methods and finite element stress analyses to estimate unstable areas and slope displacements in the mid-west slope at Glencore Zinc's Handlebar Hill Open Cut mine at Mt. Isa, Queensland, Australia. A conventional program -RocFall- was used for the slope rockfall risk assessment. Results indicate the possible slope benches involved in the initiation of rockfalls, and the maximum run-out distance, which could be defined as the pit's hazardous zone. A rockfall restraining system to absorb the impact energy of boulders and prevent them further falling was also modelled. © 2015, International Journal of GEOMATE.
Stable isotopes as indicators of water and salinity sources in a southeast Australian coastal wetland: Identifying relict marine water, and implications for future change
- Authors: Currell, Matthew , Dahlhaus, Peter , Ii, Hiroyuki
- Date: 2015
- Type: Text , Journal article
- Relation: Hydrogeology Journal Vol. 23, no. 2 (2015), p. 235-248
- Full Text: false
- Reviewed:
- Description: The Lake Connewarre Complex is an internationally protected wetland in southeast Australia, undergoing increasing environmental change due to urbanisation. Stable isotopes of water (
A geochemical approach to determining the hydrological regime of wetlands in a volcanic plain, south-eastern Australia
- Authors: Cox, Jim , Barton, Annette , Herczeg, Andrew , Dahlhaus, Peter
- Date: 2013
- Type: Text , Book chapter
- Relation: Groundwater and Ecosystems : IAH Selected papers on Hydrogeology p. 69-79
- Full Text: false
- Reviewed:
- Description: The Corangamite region in south-eastern Australia contains a large number of lakes and wetlands within an extensive, basaltic plain. To assess the impact of land-use change and groundwater pumping on wetland ecosystems, there is a need to develop a better understanding of their hydrology. This paper describes an approach using groundwater and surface water chemistry and stable isotopes to determine the extent that they are surface or groundwater dominant, and whether they are through-flow or terminal in nature. The ionic ratio HCO3-/Cl- is higher in surface waters than groundwater, and lakes plot on a continuum between these two water types. Deuterium “excess” (
A web-GIS and landslide database for South West Victoria and its application to landslide zonation
- Authors: Dahlhaus, Peter , Miner, Anthony , MacLeod, Andrew , Thompson, Helen
- Date: 2012
- Type: Text , Journal article
- Relation: Australian geomechanics Vol. 46, no. 2 (2012), p. 203-209
- Full Text: false
- Reviewed:
- Description: The Australian Geomechanics Society's (AGS) guidelines on Landslide Risk Management emphasise landslide zonation as a key requirement for regulators dealing with landslide risk (AGS 2007a). The basis for zonation is a landslide inventory which reflects the nature and spatial distribution of landslide types in a particular locale, such as a local government area. This paper describes the design and implementation of a web-based landslide database for south west Victoria aimed at disseminating landslide inventory information to regulators. consultants and the general public. Although the 4,581 mapped landslides represent the most complete and extensive data set for the region, the current data quality and resolution does not meet the AGS guideline for landslide zonation at the municipal planning scale. However, with an essential need for landslide planning controls in this region, the data is the best available for the construction of zonat ion maps, resulting in conservative boundaries at the required map scale. The paper highlights the ongoing need to improve the spatial extent and quality of the landslide database if the statutory planning zonation maps are ultimately to comply with the AGS guidelines.
Hydropedology, Geomorphology, and Groundwater Processes in Land Degradation: Case Studies in South West Victoria, Australia
- Authors: MacEwan, Richard , Dahlhaus, Peter , Fawcett, Jonathon
- Date: 2012
- Type: Text , Book chapter
- Relation: Hydropedology p. 449-481
- Full Text: false
- Reviewed: