ORCID Profile
0000-0002-0277-6887
Current Organisation
University of Adelaide
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In Research Link Australia (RLA), "Research Topics" refer to ANZSRC FOR and SEO codes. These topics are either sourced from ANZSRC FOR and SEO codes listed in researchers' related grants or generated by a large language model (LLM) based on their publications.
Natural Resource Management | Neural Networks, Genetic Alogrithms And Fuzzy Logic | Ecology | Environmental Science and Management | Artificial Intelligence and Image Processing | Freshwater Ecology | Water And Sanitary Engineering | Water Resources Engineering | Surfacewater Hydrology | Simulation And Modelling | Agriculture, Land and Farm Management | Physical Geography and Environmental Geoscience | Environmental Engineering Design | Chemical Engineering | Environmental Engineering Modelling | Applied Hydrology (Drainage, Flooding, Irrigation, Quality, Etc.) | Sustainable Development | Environmental Management And Rehabilitation | Membrane And Separation Technologies | Marine And Estuarine Ecology (Incl. Marine Ichthyology) | Landscape Ecology | Conservation And Biodiversity | Hydrology Not Elsewhere Classified |
Land and water management | Integrated (ecosystem) assessment and management | Land and water management | Land and water management | Application tools and system utilities | Integrated (ecosystem) assessment and management | Land and water management | Integrated (ecosystem) assessment and management | Estuarine and lagoon areas | Biological sciences | Environmental and resource evaluation not elsewhere classified | Water Allocation and Quantification | Urban and Industrial Water Management | Living resources (flora and fauna) | Land and water management | Land and water management | Water services and utilities | Global climate change adaptation measures | Farmland, Arable Cropland and Permanent Cropland Water Management
Publisher: American Society of Civil Engineers (ASCE)
Date: 02-2016
Publisher: Elsevier BV
Date: 09-2015
Publisher: American Geophysical Union (AGU)
Date: 05-2022
DOI: 10.1029/2021WR031818
Abstract: Because physics‐based models of dynamical systems are constrained to obey conservation laws, they must typically be fed long sequences of temporally consecutive (TC) data during model calibration and evaluation. When memory time scales are long (as in many physical systems), this requirement makes it difficult to ensure distributional similarity when partitioning the data into independent, TC, calibration and evaluation subsets. The consequence can be poor and/or uncertain model performance when applied to new situations. To address this issue, we propose a novel strategy for achieving robust and transferable model performance. Instead of partitioning the data into TC calibration and evaluation periods, the model is run in continuous simulation mode for the entire period, and specific time steps are assigned (via a deterministic data‐allocation approach) for use in computing the calibration and evaluation metrics. Generative adversarial testing shows that this approach results in consistent calibration and evaluation data subset distributions. When tested using three conceptual rainfall‐runoff models applied to 163 catchments representing a wide range of hydro‐climatic conditions, the proposed “ distributionally consistent (DC)” strategy consistently resulted in better overall performance than achieved using the traditional “TC” strategy. Testing on independent data periods confirmed superior robustness and transferability of the DC‐calibrated models, particularly under conditions of larger runoff skewness. Because the approach is generally applicable to physics‐based models of dynamical systems, it has the potential to significantly improve the confidence associated with prediction and uncertainty estimates generated using such models.
Publisher: Elsevier BV
Date: 02-2016
Publisher: Elsevier BV
Date: 09-2014
Publisher: Elsevier BV
Date: 1998
Publisher: American Society of Civil Engineers (ASCE)
Date: 04-2004
Publisher: Elsevier BV
Date: 03-2014
Publisher: Elsevier BV
Date: 07-2015
Publisher: American Society of Civil Engineers (ASCE)
Date: 11-2004
Publisher: Wiley
Date: 25-01-2023
DOI: 10.1111/MICE.12964
Abstract: Multi‐objective evolutionary algorithms (MOEAs) have been applied to water distribution system (WDS) optimization problems for over two decades. The selection strategy is a key component of an MOEA that determines the composition of a population, and thereby the evolutionary search process, which imitates natural selection by granting fitter in iduals an increasing opportunity to reproduce. This paper proposes the convex hull contribution (CHC) selection strategy for generational MOEAs (CHC Gen ) as a novel selection strategy that is based on the CHC of solutions to the Pareto front in the objective space. Numerical experiments using a general MOEA framework demonstrate that the CHC Gen selection strategy is able to outperform existing popular selection strategies (e.g., crowding distance, hypervolume contribution, and hybrid replacement selection). Moreover, it is illustrated that the CHC Gen selection strategy is able to improve the performance of existing MOEAs such as NSGA‐II and GALAXY. The conclusions are based on the results of six bi‐objective WDS problems.
Publisher: Wiley
Date: 2000
DOI: 10.1002/1099-1646(200007/08)16:4<327::AID-RRR576>3.0.CO;2-Q
Publisher: Elsevier BV
Date: 09-2023
Publisher: Elsevier BV
Date: 09-2023
Publisher: Elsevier BV
Date: 12-2001
Publisher: American Society of Civil Engineers (ASCE)
Date: 04-2016
Publisher: Elsevier BV
Date: 06-2022
Publisher: Elsevier BV
Date: 11-2010
Publisher: Elsevier BV
Date: 12-2008
Publisher: Informa UK Limited
Date: 2009
Publisher: American Society of Civil Engineers (ASCE)
Date: 09-2010
Publisher: Elsevier BV
Date: 07-2017
Publisher: Elsevier BV
Date: 07-2016
Publisher: Elsevier BV
Date: 09-2013
Publisher: American Society of Civil Engineers
Date: 15-05-2004
Publisher: Elsevier BV
Date: 07-2015
Publisher: Elsevier BV
Date: 05-2004
Publisher: American Society of Civil Engineers (ASCE)
Date: 09-2012
Publisher: American Society of Civil Engineers
Date: 07-2005
DOI: 10.1061/40792(173)44
Publisher: Elsevier BV
Date: 04-2019
Publisher: Elsevier BV
Date: 07-2015
Publisher: American Society of Civil Engineers
Date: 15-05-2004
Publisher: Elsevier BV
Date: 02-2022
Publisher: American Geophysical Union (AGU)
Date: 07-2011
DOI: 10.1029/2010WR010195
Publisher: American Society of Civil Engineers (ASCE)
Date: 06-2017
Publisher: American Society of Civil Engineers
Date: 29-04-2009
DOI: 10.1061/41024(340)25
Publisher: American Geophysical Union (AGU)
Date: 03-2015
DOI: 10.1002/2014WR016254
Publisher: Informa UK Limited
Date: 04-2011
Publisher: Elsevier BV
Date: 08-2010
Publisher: Springer Science and Business Media LLC
Date: 03-05-2014
Publisher: Elsevier BV
Date: 03-2013
Publisher: IEEE
Date: 2005
Publisher: Elsevier BV
Date: 10-2023
Publisher: American Geophysical Union (AGU)
Date: 12-2018
DOI: 10.1029/2018RG000616
Publisher: Elsevier BV
Date: 10-2008
Publisher: Elsevier BV
Date: 10-2008
Publisher: American Geophysical Union (AGU)
Date: 02-2018
DOI: 10.1002/2017WR021470
Publisher: Springer Netherlands
Date: 2013
Publisher: Informa UK Limited
Date: 12-04-2016
Publisher: American Geophysical Union (AGU)
Date: 12-2005
DOI: 10.1029/2005WR004152
Publisher: American Society of Civil Engineers (ASCE)
Date: 03-2012
Publisher: Elsevier BV
Date: 06-2016
Publisher: Elsevier BV
Date: 02-2011
Publisher: American Geophysical Union (AGU)
Date: 10-2018
DOI: 10.1029/2018WR022736
Abstract: Pipe breaks have significant impacts on the hydraulic and water quality performance of water distribution systems (WDSs). Therefore, it is important to evaluate these impacts for developing effective strategies to ultimately minimize the consequences of these events. However, there has been surprisingly limited research focusing on impact evaluation for pipe breaks so far. To address this gap, this paper proposes a framework to comprehensively evaluate hydraulic and water quality impacts of pipe breaks on a WDS using six quantitative metrics. These metrics primarily focus on identifying (i) break outflow volume, (ii) water shortage, (iii) nodes with reduced service quality, (iv) pipes with affected pressures, (v) pipes with reversed flow directions, and (vi) pipes with significantly increased velocities, for each breaking event within a WDS. Statistical behaviors, spatial properties, and pipe rankings of metric results are analyzed to reveal the underlying characteristics of impacts induced by pipe breaks. We illustrate the proposed framework using three WDSs with different properties. Results show that impacts of pipe breaks not only vary with pipe diameters but are also significantly influenced by pipe locations, when the break occurs, and the specific metric considered. The proposed framework greatly enhances the fundamental understanding of the underlying properties of breaking impacts on the hydraulic and water quality of WDSs, as well as the ranking of pipes based on the consequences of breaks. Such understanding offers important guidance to develop effective pipe management, resource planning, and break restoration strategies to minimize the impacts of breaking events on WDSs.
Publisher: Elsevier BV
Date: 09-2017
Publisher: Springer Science and Business Media LLC
Date: 12-2008
Publisher: American Geophysical Union (AGU)
Date: 27-08-2020
DOI: 10.1029/2019WR026515
Abstract: Multiple plausible future scenarios are being used increasingly in preference to a single deterministic or probabilistic prediction of the future in the long‐term planning of water resources systems. These scenarios enable the determination of the robustness of a system—the consideration of performance across a range of plausible futures—and allow an assessment of which possible future system configurations result in a greater level of robustness. There are many approaches to selecting scenarios, and previous studies have observed that the choice of scenarios might affect the estimated robustness of the system. However, these observations have been anecdotal and qualitative. This paper develops a systematic, quantitative methodology for exploring the influence of scenario selection on the robustness and the ranking of decision alternatives. The methodology is illustrated on the Lake Problem. The quantitative results obtained confirm the qualitative observations of previous works, showing that the selection of scenarios is important, as it has a large influence on the robustness value calculated for each decision alternative. However, we show that it has a relatively small influence on how those decision alternatives are ranked. This implies that despite the difference in robustness values, similar decision outcomes will be reached in this case study, regardless of the basis on which the scenarios are obtained. It is also revealed that the impact of the scenarios on the robustness values is due to complex interactions with the system model and robustness metrics.
Publisher: American Geophysical Union (AGU)
Date: 08-2014
DOI: 10.1002/2013WR015195
Publisher: Elsevier BV
Date: 11-2017
Publisher: Wiley
Date: 07-2004
DOI: 10.1002/RRA.760
Publisher: MDPI AG
Date: 20-11-2019
DOI: 10.3390/W11122428
Abstract: Urban water systems are being stressed due to the effects of urbanization and climate change. Although household rainwater tanks are primarily used for water supply purposes, they also have the potential to provide flood benefits. However, this potential is limited for critical storms, as they become ineffective once their capacity is exceeded. This limitation can be overcome by controlling tanks as systems during rainfall events, as this can offset the timing of outflow peaks from different tanks. In this paper, the effectiveness of such systems is tested for two tank sizes under a wide range of design rainfall conditions for three Australian cities with different climates. Results show that a generic relationship exists between the ratio of tank:runoff volume and percentage peak flow reduction, irrespective of location and storm characteristics. Smart tank systems are able to reduce peak system outflows by between 35% and 85% for corresponding ranges in tank:runoff volumes of 0.15–0.8. This corresponds to a relative performance improvement on the order of 35% to 50% compared with smart tanks that are not operated in real-time. These results highlight the potential for using household rainwater tanks for mitigating urban flooding, even for extreme events.
Publisher: American Geophysical Union (AGU)
Date: 10-2014
DOI: 10.1002/2013WR015233
Publisher: Elsevier BV
Date: 2014
Publisher: Elsevier BV
Date: 03-2010
DOI: 10.1016/J.NEUNET.2009.11.009
Abstract: Data splitting is an important consideration during artificial neural network (ANN) development where hold-out cross-validation is commonly employed to ensure generalization. Even for a moderate s le size, the s ling methodology used for data splitting can have a significant effect on the quality of the subsets used for training, testing and validating an ANN. Poor data splitting can result in inaccurate and highly variable model performance however, the choice of s ling methodology is rarely given due consideration by ANN modellers. Increased confidence in the s ling is of paramount importance, since the hold-out s ling is generally performed only once during ANN development. This paper considers the variability in the quality of subsets that are obtained using different data splitting approaches. A novel approach to stratified s ling, based on Neyman s ling of the self-organizing map (SOM), is developed, with several guidelines identified for setting the SOM size and s le allocation in order to minimize the bias and variance in the datasets. Using an ex le ANN function approximation task, the SOM-based approach is evaluated in comparison to random s ling, DUPLEX, systematic stratified s ling, and trial-and-error s ling to minimize the statistical differences between data sets. Of these approaches, DUPLEX is found to provide benchmark performance with good model performance, with no variability. The results show that the SOM-based approach also reliably generates high-quality s les and can therefore be used with greater confidence than other approaches, especially in the case of non-uniform datasets, with the benefit of scalability to perform data splitting on large datasets.
Publisher: American Society of Civil Engineers (ASCE)
Date: 2007
Publisher: American Society of Civil Engineers (ASCE)
Date: 07-2010
Publisher: American Society for Microbiology
Date: 07-2015
Abstract: Staphylococcus aureus is a prominent global nosocomial and community-acquired bacterial pathogen. A strong restriction barrier presents a major hurdle for the introduction of recombinant DNA into clinical isolates of S. aureus . Here, we describe the construction and characterization of the IMXXB series of Escherichia coli strains that mimic the type I adenine methylation profiles of S. aureus clonal complexes 1, 8, 30, and ST93. The IMXXB strains enable direct, high-efficiency transformation and streamlined genetic manipulation of major S. aureus lineages. IMPORTANCE The genetic manipulation of clinical S. aureus isolates has been h ered due to the presence of restriction modification barriers that detect and subsequently degrade inappropriately methylated DNA. Current methods allow the introduction of plasmid DNA into a limited subset of S. aureus strains at high efficiency after passage of plasmid DNA through the restriction-negative, modification-proficient strain RN4220. Here, we have constructed and validated a suite of E. coli strains that mimic the adenine methylation profiles of different clonal complexes and show high-efficiency plasmid DNA transfer. The ability to bypass RN4220 will reduce the cost and time involved for plasmid transfer into S. aureus . The IMXXB series of E. coli strains should expedite the process of mutant construction in erse genetic backgrounds and allow the application of new techniques to the genetic manipulation of S. aureus .
Publisher: Elsevier BV
Date: 12-2014
Publisher: Elsevier BV
Date: 03-2001
Publisher: Informa UK Limited
Date: 31-05-2023
Publisher: American Society of Civil Engineers (ASCE)
Date: 09-2016
Publisher: American Geophysical Union (AGU)
Date: 03-2020
DOI: 10.1029/2019WR026752
Publisher: Elsevier BV
Date: 05-2016
Publisher: Elsevier BV
Date: 04-1998
Publisher: Institute of Electrical and Electronics Engineers (IEEE)
Date: 10-2017
Publisher: American Geophysical Union (AGU)
Date: 11-2013
DOI: 10.1002/2012WR012713
Publisher: American Geophysical Union (AGU)
Date: 03-2013
DOI: 10.1002/WRCR.20153
Publisher: American Society of Civil Engineers (ASCE)
Date: 05-2003
Publisher: American Society of Civil Engineers (ASCE)
Date: 07-2010
Publisher: Elsevier BV
Date: 07-2009
Publisher: American Society of Civil Engineers (ASCE)
Date: 03-2010
Publisher: American Society of Civil Engineers (ASCE)
Date: 2004
Publisher: American Society of Civil Engineers (ASCE)
Date: 09-2016
Publisher: Elsevier BV
Date: 07-2015
Publisher: Elsevier BV
Date: 12-2006
Publisher: Elsevier BV
Date: 12-2003
Publisher: Elsevier BV
Date: 09-2006
Publisher: American Society of Civil Engineers
Date: 05-2008
Publisher: American Geophysical Union (AGU)
Date: 03-2001
DOI: 10.1029/2000WR900329
Publisher: American Society of Civil Engineers
Date: 07-2005
DOI: 10.1061/40792(173)17
Publisher: Elsevier BV
Date: 09-2006
Publisher: American Geophysical Union (AGU)
Date: 08-2012
DOI: 10.1029/2011WR011276
Publisher: Elsevier BV
Date: 06-2015
Publisher: Elsevier BV
Date: 09-2006
Publisher: Elsevier BV
Date: 09-2006
Publisher: Elsevier BV
Date: 2005
Publisher: American Geophysical Union (AGU)
Date: 02-2018
DOI: 10.1002/2017EF000649
Publisher: Elsevier BV
Date: 09-2006
Publisher: Elsevier BV
Date: 2005
Publisher: Elsevier BV
Date: 05-2013
Publisher: Elsevier BV
Date: 10-2014
Publisher: Elsevier BV
Date: 09-2006
Publisher: American Geophysical Union (AGU)
Date: 2017
DOI: 10.1002/2016WR019627
Publisher: American Society of Civil Engineers (ASCE)
Date: 10-2000
Publisher: American Society of Civil Engineers
Date: 05-2008
Publisher: American Geophysical Union (AGU)
Date: 03-2023
DOI: 10.1029/2022WR033703
Abstract: It is typical to use a single portion of the available data to calibrate hydrological models, and the remainder for model evaluation. To minimize model‐bias, this partitioning must be performed so as to ensure distributional representativeness and mutual consistency. However, failure to account for data s ling variability (DSV) in the underlying Data Generating Process can weaken the model's generalization performance. While “ K‐fold cross‐validation ” can mitigate this problem, it is computationally inefficient since the calibration/evaluation operations must be repeated numerous times. This paper develops a general strategy for stochastic evolutionary parameter optimization (SEPO) that explicitly accounts for DSV when calibrating a model using any population‐based evolutionary optimization algorithm (EOA), such as Shuffled Complex Evolution (SCE). Inspired in part by the machine‐learning strategy of stochastic gradient descent (SGD), we use various representative random sub‐s les to drive the EOA toward the distribution of the model parameters. Unlike in SGD, derivative information is not required and hence SEPO can be applied to any hydrological model where such information is not readily available. To demonstrate the effectiveness of the proposed strategy, we implement it within the well‐known SCE, to calibrate the GR4J conceptual rainfall‐runoff model to 163 hydro‐climatically erse catchments. Using only a single optimization run, our Stochastic SCE method converges to population‐based estimates of model parameter distributions (and corresponding simulation uncertainties), without compromising model performance during either calibration or evaluation. Further, it effectively reduces the need to perform independent evaluation tests of model performance under conditions that are represented by the available data.
Publisher: Elsevier BV
Date: 04-2015
Publisher: Elsevier BV
Date: 04-2014
Publisher: Elsevier BV
Date: 2016
Publisher: American Geophysical Union (AGU)
Date: 10-2012
DOI: 10.1029/2012WR011984
Abstract: When an operational artificial neural network (ANN) model is deployed, new input patterns are collected in order to make real‐time forecasts. However, ANNs (like other empirical and statistical methods) are unable to reliably extrapolate beyond the calibration range. Consequently, when deployed in real‐time operation there is a need to determine if new input patterns are representative of the data used in calibrating the model. To address this problem, a novel detection system for identifying uncharacteristic data patterns is presented. This approach combines a self‐organizing map (SOM), to partition the data set, with nonparametric kernel density estimators to calculate local density estimates (LDE). The SOM‐LDE method determines the degree to which a new input pattern can be considered to be contained within the domain of the calibration set. If a new pattern is found to be uncharacteristic, a warning can be issued with the forecast, and the ANN model retrained to include the new pattern. This approach of selectively retraining the model is compared to no retraining and the more computationally onerous case of retraining the model after each new s le. These three approaches are applied to forecast flow in the Kentucky River, USA, using multilayer perceptron (MLP) models. The results demonstrate that there is a significant advantage in retraining an ANN that has been deployed as a real‐time, operational model, and that the SOM‐LDE classifier is an effective approach for identifying the model's range of applicability and assessing the usefulness of the forecast.
Publisher: Elsevier BV
Date: 04-2014
Publisher: American Geophysical Union (AGU)
Date: 12-2009
DOI: 10.1029/2008WR007673
Publisher: American Society of Civil Engineers
Date: 13-03-2007
DOI: 10.1061/40941(247)82
Publisher: American Society of Civil Engineers (ASCE)
Date: 03-2010
Publisher: Elsevier BV
Date: 04-2016
Publisher: Elsevier BV
Date: 07-2011
Publisher: Elsevier BV
Date: 05-2021
Publisher: Springer Science and Business Media LLC
Date: 20-02-2023
DOI: 10.1038/S41545-022-00208-8
Abstract: Achieving a thorough understanding of the determinants of household water consumption is crucial to support demand management strategies. Yet, existing research on household water consumption determinants is often limited to specific case studies, with findings that are difficult to generalize and not conclusive. Here, we first contribute an updated framework for review, classification, and analysis of the literature on the determinants of household water consumption. Our framework allows trade-off analysis of different criteria that account for the representation of a potential water consumption determinant in the literature, its impact across heterogeneous case studies, and the effort required to collect information on it. We then review a comprehensive set of 48 publications with our proposed framework. The results of our trade-off analysis show that distinct groups of determinants exist, allowing for the formulation of recommendations for practitioners and researchers on which determinants to consider in practice and prioritize in future research.
Publisher: Elsevier BV
Date: 02-2010
Publisher: Springer-Verlag
Date: 2006
Publisher: American Society of Civil Engineers (ASCE)
Date: 09-2002
Publisher: Copernicus GmbH
Date: 19-04-2017
DOI: 10.5194/HESS-21-2107-2017
Abstract: Abstract. Assessing the factors that have an impact on potential evapotranspiration (PET) sensitivity to changes in different climate variables is critical to understanding the possible implications of climatic changes on the catchment water balance. Using a global sensitivity analysis, this study assessed the implications of baseline climate conditions on the sensitivity of PET to a large range of plausible changes in temperature (T), relative humidity (RH), solar radiation (Rs) and wind speed (uz). The analysis was conducted at 30 Australian locations representing different climatic zones, using the Penman–Monteith and Priestley–Taylor PET models. Results from both models suggest that the baseline climate can have a substantial impact on overall PET sensitivity. In particular, approximately 2-fold greater changes in PET were observed in cool-climate energy-limited locations compared to other locations in Australia, indicating the potential for elevated water loss as a result of increasing actual evapotranspiration (AET) in these locations. The two PET models consistently indicated temperature to be the most important variable for PET, but showed large differences in the relative importance of the remaining climate variables. In particular for the Penman–Monteith model, wind and relative humidity were the second-most important variables for dry and humid catchments, respectively, whereas for the Priestley–Taylor model solar radiation was the second-most important variable, with the greatest influence in warmer catchments. This information can be useful to inform the selection of suitable PET models to estimate future PET for different climate conditions, providing evidence on both the structural plausibility and input uncertainty for the alternative models.
Publisher: Elsevier BV
Date: 11-2017
Publisher: American Geophysical Union (AGU)
Date: 10-2014
DOI: 10.1002/2013WR015187
Publisher: Canadian Science Publishing
Date: 02-2005
DOI: 10.1139/T04-096
Abstract: Traditional methods of settlement prediction of shallow foundations on granular soils are far from accurate and consistent. This can be attributed to the fact that the problem of estimating the settlement of shallow foundations on granular soils is very complex and not yet entirely understood. Recently, artificial neural networks (ANNs) have been shown to outperform the most commonly used traditional methods for predicting the settlement of shallow foundations on granular soils. However, despite the relative advantage of the ANN based approach, it does not take into account the uncertainty that may affect the magnitude of the predicted settlement. Artificial neural networks, like more traditional methods of settlement prediction, are based on deterministic approaches that ignore this uncertainty and thus provide single values of settlement with no indication of the level of risk associated with these values. An alternative stochastic approach is essential to provide more rational estimation of settlement. In this paper, the likely distribution of predicted settlements, given the uncertainties associated with settlement prediction, is obtained by combining Monte Carlo simulation with a deterministic ANN model. A set of stochastic design charts, which incorporate the uncertainty associated with the ANN method, is developed. The charts are considered to be useful in the sense that they enable the designer to make informed decisions regarding the level of risk associated with predicted settlements and consequently provide a more realistic indication of what the actual settlement might be.Key words: settlement prediction, shallow foundations, neural networks, Monte Carlo, stochastic simulation.
Publisher: American Geophysical Union (AGU)
Date: 09-2016
DOI: 10.1002/2015WR018253
Publisher: Elsevier BV
Date: 2000
Publisher: American Geophysical Union (AGU)
Date: 09-2013
DOI: 10.1002/WRCR.20405
Publisher: Elsevier BV
Date: 09-2016
Publisher: Springer Berlin Heidelberg
Date: 2013
Publisher: Elsevier BV
Date: 11-2017
Publisher: Elsevier BV
Date: 03-2015
Publisher: American Society of Civil Engineers (ASCE)
Date: 07-2015
Publisher: American Society of Civil Engineers (ASCE)
Date: 05-2005
Publisher: American Society of Civil Engineers (ASCE)
Date: 07-2015
Publisher: American Geophysical Union (AGU)
Date: 09-2012
DOI: 10.1029/2011WR011652
Abstract: Evolutionary algorithms (EAs) have been applied successfully to many water resource problems, such as system design, management decision formulation, and model calibration. The performance of an EA with respect to a particular problem type is dependent on how effectively its internal operators balance the exploitation/exploration trade‐off to iteratively find solutions of an increasing quality. For a given problem, different algorithms are observed to produce a variety of different final performances, but there have been surprisingly few investigations into characterizing how the different internal mechanisms alter the algorithm's searching behavior, in both the objective and decision space, to arrive at this final performance. This paper presents metrics for analyzing the searching behavior of ant colony optimization algorithms, a particular type of EA, for the optimal water distribution system design problem, which is a classical NP‐hard problem in civil engineering. Using the proposed metrics, behavior is characterized in terms of three different attributes: (1) the effectiveness of the search in improving its solution quality and entering into optimal or near‐optimal regions of the search space, (2) the extent to which the algorithm explores as it converges to solutions, and (3) the searching behavior with respect to the feasible and infeasible regions. A range of case studies is considered, where a number of ant colony optimization variants are applied to a selection of water distribution system optimization problems. The results demonstrate the utility of the proposed metrics to give greater insight into how the internal operators affect each algorithm's searching behavior.
Publisher: ACM
Date: 25-06-2005
Publisher: American Society of Civil Engineers (ASCE)
Date: 07-2000
Publisher: American Society of Civil Engineers (ASCE)
Date: 09-2016
Publisher: Elsevier
Date: 2008
Publisher: Elsevier BV
Date: 07-2008
Publisher: Elsevier BV
Date: 10-2017
Publisher: American Society of Civil Engineers (ASCE)
Date: 12-2003
Publisher: Elsevier BV
Date: 12-2005
DOI: 10.1016/J.JENVMAN.2005.06.011
Abstract: The choice among alternative water supply sources is generally based on the fundamental objective of maximising the ratio of benefits to costs. There is, however, a need to consider sustainability, the environment and social implications in regional water resources planning, in addition to economics. In order to achieve this, multi-criteria decision analysis (MCDA) techniques can be used. Various sources of uncertainty exist in the application of MCDA methods, including the selection of the MCDA method, elicitation of criteria weights and assignment of criteria performance values. The focus of this paper is on the uncertainty in the criteria weights. Sensitivity analysis can be used to analyse the effects of uncertainties associated with the criteria weights. Two existing sensitivity methods are described in this paper and a new distance-based approach is proposed which overcomes limitations of these methods. The benefits of the proposed approach are the concurrent alteration of the criteria weights, the applicability of the method to a range of MCDA techniques and the identification of the most critical criteria weights. The existing and proposed methods are applied to three case studies and the results indicate that simultaneous consideration of the uncertainty in the criteria weights should be an integral part of the decision making process.
Publisher: Elsevier BV
Date: 05-2018
Publisher: American Geophysical Union (AGU)
Date: 03-2013
DOI: 10.1002/WRCR.20120
Publisher: American Society of Civil Engineers
Date: 21-12-2012
DOI: 10.1061/41203(425)83
Publisher: Elsevier BV
Date: 06-2017
Publisher: Elsevier BV
Date: 08-2012
Publisher: Elsevier BV
Date: 11-2017
Publisher: Elsevier BV
Date: 2019
Publisher: American Geophysical Union (AGU)
Date: 05-2020
DOI: 10.1029/2019WR026031
Publisher: Wiley
Date: 16-05-2022
DOI: 10.1002/WAT2.1599
Abstract: Wildfires elicit a ersity of hydrological changes, impacting processes that drive both water quantity and quality. As wildfires increase in frequency and severity, there is a need to assess the implications for the hydrological response. Wildfire‐related hydrological changes operate at three distinct timescales: the immediate fire aftermath, the recovery phase, and long‐term across multiple cycles of wildfire and regrowth. Different dominant processes operate at each timescale. Consequentially, models used to predict wildfire impacts need an explicit representation of different processes, depending on modeling objectives and wildfire impact timescale. We summarize existing data‐driven, conceptual, and physically based models used to assess wildfire impacts on runoff, identifying the dominant assumptions, process representations, timescales, and key limitations of each model type. Given the substantial observed and projected changes to wildfire regimes and associated hydrological impacts, it is likely that physically based models will become increasingly important. This is due to their capacity both to simulate simultaneous changes to multiple processes, and their use of physical and biological principles to support extrapolation beyond the historical record. Yet benefits of physically based models are moderated by their higher data requirements and lower computational speed. We argue that advances in predicting hydrological impacts from wildfire will come through combining these physically based models with new computationally faster conceptual and reduced‐order models. The aim is to combine the strengths and overcome weaknesses of the different model types, enabling simulations of critical water resources scenarios representing wildfire‐induced changes to runoff. This article is categorized under: Water and Life Conservation, Management, and Awareness Science of Water Hydrological Processes Science of Water Water and Environmental Change
Publisher: Elsevier BV
Date: 04-2009
Publisher: American Society of Civil Engineers (ASCE)
Date: 07-2016
Publisher: Elsevier BV
Date: 2012
Publisher: American Society of Civil Engineers (ASCE)
Date: 09-2016
Publisher: American Society of Civil Engineers (ASCE)
Date: 11-2011
Publisher: Elsevier BV
Date: 05-2007
Publisher: American Society of Civil Engineers (ASCE)
Date: 07-2014
Publisher: Elsevier BV
Date: 12-2015
Publisher: Informa UK Limited
Date: 04-2008
Publisher: American Geophysical Union (AGU)
Date: 11-2019
DOI: 10.1029/2019WR024897
Publisher: American Society of Civil Engineers (ASCE)
Date: 09-2017
Publisher: American Geophysical Union (AGU)
Date: 10-2013
DOI: 10.1002/WRCR.20518
Publisher: Elsevier BV
Date: 08-2010
Publisher: Elsevier BV
Date: 04-1998
Publisher: Elsevier BV
Date: 03-2021
Publisher: Institute of Electrical and Electronics Engineers (IEEE)
Date: 04-2005
Publisher: Elsevier BV
Date: 11-2005
Publisher: Elsevier BV
Date: 12-2014
Publisher: Elsevier BV
Date: 07-2015
Publisher: American Geophysical Union (AGU)
Date: 04-2008
DOI: 10.1029/2007WR006155
Publisher: MDPI AG
Date: 17-04-2023
DOI: 10.3390/W15040642
Abstract: Pluvial flooding causes significant damage in urban areas worldwide. The most common approaches to mitigating these impacts at regional scales include structural measures such as dams, levees and floodways. More recently, the use of nature-based solutions (NBS) is receiving increasing attention, as such approaches are more adaptive than structural measures and have a number of potential co-benefits (e.g., improvements in water quality and amenity). As NBSs are generally applied at house or block scales in urban areas, their potential for reducing the impacts of urban flooding at the regional scale are unknown. We introduce an approach that enables the potential of using portfolios of NBSs to reduce the impact of urban flooding to be assessed at the regional scale. This approach enables the most suitable locations for such portfolios of NBSs to be identified, as well as their effectiveness to be modeled at spatial resolutions that are commonly used for regional planning studies. The approach is applied to a case study area to the north of Adelaide, South Australia, with results obtained suggesting that there is significant potential for using strategically placed portfolios of NBSs to reduce the impact of pluvial flooding in urban areas at the regional scale.
Start Date: 12-2003
End Date: 12-2004
Amount: $10,000.00
Funder: Australian Research Council
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End Date: 12-2006
Amount: $130,000.00
Funder: Australian Research Council
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End Date: 10-2010
Amount: $430,000.00
Funder: Australian Research Council
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End Date: 07-2011
Amount: $228,000.00
Funder: Australian Research Council
View Funded ActivityStart Date: 02-2002
End Date: 12-2005
Amount: $135,270.00
Funder: Australian Research Council
View Funded ActivityStart Date: 08-2019
End Date: 12-2023
Amount: $381,000.00
Funder: Australian Research Council
View Funded ActivityStart Date: 07-2004
End Date: 12-2007
Amount: $252,200.00
Funder: Australian Research Council
View Funded ActivityStart Date: 11-2009
End Date: 12-2012
Amount: $198,000.00
Funder: Australian Research Council
View Funded ActivityStart Date: 2002
End Date: 12-2005
Amount: $91,000.00
Funder: Australian Research Council
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