Numerical analysis of shipping water impacting a step structure

Shipping water, the flow washing over and impacting the upper decks of ships and offshore structures, occurs frequently during their service life and often causes structural problems. For engineers to design safe floating structures subjected to shipping water it is essential to gain an in-depth understanding of its depth and flow field, and the resulting impact forces. In this work, Computational Fluid Dynamics (CFD) is applied to understand the physics of shipping water washing over a stepped platform. We find that the most accurate solutions are obtained with the turbulence closure. The hydrodynamic load generated by the shipping water is found to strongly depends on the kinematic energy of the water hitting the step. It is shown that with smaller values of the freeboard a more dynamic flow ensues, with a stronger vortex and larger velocity gradient resulting in deeper shipping water and a larger impact force

The hunter River estuary water quality model

© Australasian Coasts and Ports 2019 Conference. All rights reserved. This paper presents a detailed hydrodynamic and water quality model to simulate ecological processes in the Hunter River estuary. Following an extensive 3-year multi-disciplinary field campaign, the model was developed to assess total catchment management options. The model outcomes are linked to existing water sharing plans, pollution reduction plans and coastal reforms underway in NSW. Initially a detailed scoping study was undertaken to determine the values and requirements of the key stakeholders across the catchment. Data gaps were subsequently prioritised, and an inter-agency modelling oversight committee was formed to ensure that the modelling tools would be accepted across the region. Following these developmental stages, a field program was initiated which included: estuary wide flow gauging and water quality assessments, microbial linkages, ecotoxicological assessments, sedimentation dynamics, DNA sequencing, qPCR analyses, catchment hydrological flux measurements, nutrient mesocosm experiments, bathymetry surveys and the development of crop irrigation modules. The field data analyses resulted in a conceptual model of the eco-hydraulics of the estuary. A robust numerical model was formulated through an extensive process of external peer review. A source model was selected that ensured the broadest flexibility and ongoing usage rates. A multi-disciplinary approach was undertaken to ensure the model represents a wide range of estuarine processes. The final model is currently undergoing additional peer review, calibration/validation and simulation testing

A deep dive into the ecology of Gamay (Botany Bay, Australia): current knowledge and future priorities for this highly modified coastal waterway

Context: Gamay is a coastal waterway of immense social, cultural and ecological value. Since European settlement, it has become a hub for industrialisation and human modification. There is growing desire for ecosystem-level management of urban waterways, but such efforts are often challenged by a lack of integrated knowledge. Aim and methods: We systematically reviewed published literature and traditional ecological knowledge (TEK), and consulted scientists to produce a review of Gamay that synthesises published knowledge of Gamay’s aquatic ecosystem to identify knowledge gaps and future research opportunities. Key results: We found 577 published resources on Gamay, of which over 70% focused on ecology. Intertidal rocky shores were the most studied habitat, focusing on invertebrate communities. Few studies considered multiple habitats or taxa. Studies investigating cumulative human impacts, long-term trends and habitat connectivity are lacking, and the broader ecological role of artificial substrate as habitat in Gamay is poorly understood. TEK of Gamay remains a significant knowledge gap. Habitat restoration has shown promising results and could provide opportunities to improve affected habitats in the future. Conclusion and implications: This review highlights the extensive amount of knowledge that exists for Gamay, but also identifies key gaps that need to be filled for effective management

A two-stage decision support tool for restoring tidal flows to flood mitigation drains affected by acid sulfate soil: case study of Broughton Creek floodplain, New South Wales, Australia

A 2-stage flood estimation and water quality decision support tool (DST) was developed, calibrated, and applied to a field site in south-eastern New South Wales (NSW) to simulate tidal restoration in a flood mitigation drain affected by acid sulfate soils leachate. The first stage of the DST employes a digital terrain map, geographic information tools, and measured water levels to calculate drain water overtopping due to tidal variations. Simulations using the GIS technique at the study site indicated that the primary drainage network can safely accommodate full tidal flushing (0.91 m AHD or a 58% increase), whereas at the same level the secondary drainage network overtops along relic drainage channels

Acid sulphate soil remediation techniques on the Shoalhaven River Floodplain, Australia

A commonly used flood mitigation technique in coastal areas of Australia during the late 1960’s was the installation of one-way floodgates on flood mitigation drains. In regions affected by acid sulphate soils (the oxidation of pyrite in the soil forms sulphuric acid), the floodgates prevent tidal carbonate/bicarbonate buffering of the drains and thereby create reservoirs of acidic water (pH \u3c 4.5) that discharge during low tide. Several acid sulphate soil remediation techniques have been used in coastal lowland in southeastern NSW, Australia. Following extensive monitoring and finite element modelling of groundwater conditions and quality, fixed level v-notch weirs were installed at three elevations to maintain elevated groundwater levels. The weirs successfully maintained the groundwater level above the acid sulphate soils, preventing additional pyrite oxidation, and reduced the rate of discharge of acid to the drain. Following further monitoring, investigation into anaerobic acid sources, and finite element based geochemical modelling, modified two-way floodgates that allow tidal ingress were installed. The modified floodgates were successful in buffering the drain water pH before discharging the drain water into adjacent waterways. Numerical analysis based on FEM was extended to illustrate that saline intrusion into the surrounding soil (as a result of tidal ingress and acid buffering in the drains) was not a major concern for the pastureland or other agricultural activitie