Model Tests to Assess Wave and Current Loads on Ocean Cleanup’s Conceptual Plastic Capturing Barrier

Author(s):  
Joost Sterenborg ◽  
Mark Paalvast ◽  
Willem van Schoten ◽  
Lourens Boot ◽  
Arjen Tjallema

Lot of plastics enters the ocean every day with negative effects on the environment, economy and health. A large portion of the floating plastics accumulate in so-called gyres, where currents converge. One of the aims of the Ocean Cleanup is to develop technologies to extract plastic pollution from the oceans. The idea is to install a flexible barrier in the ocean that is supposed to concentrate the plastic at the Great Pacific Garbage Patch. The design of the barrier is still in the conceptual phase and the model tests described in this report are conducted to assist in the development of the barrier. The model tests were carried out in MARIN’s Offshore Basin and served two main goals: 1) provide loads and displacements for numerical model calibrations and 2) examine the 3D fluid-structure interactions and the barrier performance for three different design concepts. A 360m prototype length barrier was considered that consists of a floater with a diameter of 1.5m and a screen with a height of 2m. To model larger lengths of the barrier, various pretensions were applied at the ends of the barrier. For the secondary mooring concept the barrier was moored each 60m via the bottom of the screen to a submerged tension line. For the low mooring and high mooring concepts, the model was only moored at both ends of the bottom of the screen or bottom of the floater. In general mooring loads were found to be the largest for the low mooring configuration. For this same configuration the mooring loads increment with increasing current velocity was the largest. Mooring load fluctuations seemed to be not strongly influenced by the amount of applied pretension. Vertical screen orientations, which are expected to be beneficial for the plastic capturing efficiency, were mostly observed for the secondary mooring and high mooring configurations. For the low mooring concept the offsets along the flow direction were the largest and the screen was more tilted. Additional ballast for the high mooring concept promoted a more vertical orientation of the screen with as downside increasing mooring loads. Overtopping or bridging (air gap exists below the barrier) negatively impact the plastic capturing efficiency and are important to consider. Both events are most likely to happen for shorter wave conditions and higher current velocities. The number of occurrences of overtopping and bridging was the lowest for the secondary mooring and the high mooring setup with a low pretension. For increasing pretension the number of overtopping and bridging events increased.

Environments ◽  
2021 ◽  
Vol 8 (4) ◽  
pp. 33
Author(s):  
Gilberto Binda ◽  
Arianna Bellasi ◽  
Davide Spanu ◽  
Andrea Pozzi ◽  
Domenico Cavallo ◽  
...  

The diffusion of Coronavirus disease (COVID-19) impacted the whole world, changing the life habits of billions of people. These changes caused an abundant increase in personal protective equipment (PPE, e.g., masks and gloves) use by the general population, which can become a concerning issue of plastic pollution. This study aims to evaluate the negative effects of the abundant PPE use following the COVID-19 diffusion using the test site of the Lombardy region, an area highly affected by the pandemic. Population data were retrieved from national databases, and the COVID-19 national guidelines were considered to estimate the total use of PPEs during 2020. Then, the quantity of waste derived from their use was evaluated based on the weight of PPEs. As well, possible scenarios for 2021 were proposed based on 2020 estimations. The results suggested different negative effects of the diffusion of PPEs both on waste management and on the environment: The abundant increase in PPEs-derived waste caused an increase in terms of costs for management, and the potential direct spreading in the environment of these materials (especially masks) poses a serious threat for an increase in microplastics in water bodies. Following this evaluation, a careful choice regarding COVID-19 measures of containment should be performed especially by the general population, avoiding contagion diffusion and reducing the possible environmental impact derived from disposable PPE use.


2012 ◽  
Vol 518-523 ◽  
pp. 4771-4777
Author(s):  
Jun Ning Li ◽  
Ju Rui Yang ◽  
Jing Luo

Abstract: The effect on Sediment-laden flow turbulence characteristics of Wetland plants simulated by flexible plastic tree growing and distribution of suspended sediment concentration were studied through the flume experiment under a certain hydraulic condition. The experimental results showed that the vertical velocity distribution of sediment flow with plant was no longer consistent with logarithm distribution with no plants in sediment flow, but for the "S"-type distribution. The turbulent intensity and Reynolds stress in longitudinal,transversal and vertical orientation were anisotropic, and the maximum and the location of the maximum increased with increasing plant height. Plant growth effects of sediment removal was significant. The vertical suspended sediment concentration increased with plant height decrease, the suspended sediment concentration gradually decreased along the flow direction.


Author(s):  
Joost Sterenborg ◽  
Nicola Grasso ◽  
Rogier Schouten ◽  
Arjen Tjallema

Abstract One of the aims of The Ocean Cleanup is to develop technologies to extract plastic pollution from the world’s oceans. Several concepts of passive floating systems were considered that are supposed to confine plastics to ease their collection. Such concepts consist of a floating member and a submerged flexible skirt and have in common that their span is generally more than 500 meters. Consequently, fluid-structure interaction plays an important role in the response of such a floating system. To support numerical simulations, MARIN carried out extensive model tests on a 120 meter system section of the final concept, with focus on the fluid-structure interaction (FSI) of the submerged skirt in operating conditions and in towing configuration. The ability to capture plastics was not investigated in these model tests. Novel for wave-basin tests were non-intrusive measurements using underwater Digital Image Correlation (DIC) to obtain the displacements and deformations of the flexible skirt. DIC proved to be a capable measurement technique for this type of structure in combination with a wave basin. Detailed quantitative data on skirt motions and deformations were delivered and the last concept of the cleanup system was tested in the towing configuration and operational configuration.


Water ◽  
2020 ◽  
Vol 12 (4) ◽  
pp. 1003 ◽  
Author(s):  
Sina Hesarkazzazi ◽  
Mohsen Hajibabaei ◽  
Julian David Reyes-Silva ◽  
Peter Krebs ◽  
Robert Sitzenfrei

As environmental change is happening at an unprecedented pace, a reliable and proper urban drainage design is required to alleviate the negative effects of unexpected extreme rainfall events occurring due to the natural and anthropogenic variations such as climate change and urbanization. Since structure/configuration of a stormwater network plays an imperative role in the design and hydraulic behavior of the system, the goal of this paper is to elaborate upon the significance of possessing redundancy (e.g., alternative flow paths as in loops) under simultaneous hydraulic design in stormwater pipe networks. In this work, an innovative approach based on complex network properties is introduced to systematically and successively reduce the number of loops and, therefore, the level of redundancy, from a given grid-like (street) network. A methodology based on hydrodynamic modelling is utilized to find the optimal design costs for all created structures while satisfying a number of hydraulic design constraints. As a general implication, when structures are subject to extreme precipitation events, the overall capability of looped configurations for discharging runoff more efficiently is higher compared to more branched ones. The reason is due to prevailing (additional) storage volume in the system and existing more alternative water flow paths in looped structures, as opposed to the branched ones in which only unique pathways for discharging peak runoff exist. However, the question arises where to best introduce extra paths in the network? By systematically addressing this question with complex network analysis, the influence of downstream loops was identified to be more significant than that of upstream loops. Findings, additionally, indicated that possessing loop and introducing extra capacity without determining appropriate additional pipes positions in the system (flow direction) can even exacerbate the efficiency of water discharge. Considering a reasonable and cost-effective budget, it would, therefore, be worthwhile to install loop-tree-integrated stormwater collection systems with additional pipes at specific locations, especially downstream, to boost the hydraulic reliability and minimize the damage imposed by the surface flooding upon the metropolitan area.


1992 ◽  
Vol 29 (04) ◽  
pp. 233-249
Author(s):  
Philip Alman ◽  
William A. Cleary ◽  
Michael G. Dyer ◽  
J. Randolph Paulling ◽  
Nils Salvesen

The 1966 Load Line Convention (ICLL 66) has been in existence for 26 years and was preceded by the first Load LineConvention in 1930. For many years, there has been a ecognized need to reassess the technical provisions of ICLL 66.With the passage of time, development of new technology, and the introduction of novel ship designs, many of the inherent strengths and weaknesses of the document have become apparent. A wide panorama of design concepts never envisioned 30 years ago were steadily introduced into the marine industry. These new types of ships present problems for direct application of the Convention in the assignment of safe free-boards. There has been an increasing trend to utilize analytical seakeeping studies coupled with model tests as a means to assess deck wetness on novel ship designs. The recent ability to conduct analytical seakeeping studies verified by model test programs has expanded the horizon of potential application to load line assignment, and it is the key to understanding the level of safety inherent in ICLL 1966.


2020 ◽  
Author(s):  
You-Wei Lai ◽  
Po-An Chen ◽  
Hsun-Chuan Chan

<p>Groundsill is one of the hydraulic structures used to stabilize the riverbed and prevent the erosion of riverbank. Therefore, groundsill may have the negative effects on the ecological environment. Comparing with a traditional groundsill, a Cross-Vane concentrates the water flow and create a downstream pool. This may improve the diversity of the aquatic habitats. The aim of this research is to analyze the scour phenomena and morphologies downstream of an arched Cross-Vane with different geometrical dimensions in a straight channel by using the numerical model. The riverbed slopes of 0%, 2%, 4% and 6% were tested. Among them, the ratio (<em>L/B</em>) between the arc length of the structure (<em>L</em>) and the channel width (<em>B</em>) represents the camber of structures, including 13 kinds of arches. For each arch structure, Densimetric Froude numbers (<em>F<sub>d</sub></em>) , approach flow depths (<em>h<sub>0</sub></em>) and drop heights (<em>Δy</em>) were tested in different flow rate, and the flow rate was between 0.01cms and 0.04cms.The results showed the downstream scour pattern of the arched Cross-Vane had a significant correlation with <em>F<sub>d</sub></em> and <em>Δy</em>, and could be classified according to the scour length (<em>l<sub>m</sub></em>) and the ridge length (<em>l<sub>n</sub></em>). Scour typology included five types of scour. Type 1 : <em>l<sub>m</sub>/B</em> > 2.5 and <em>l<sub>n</sub> /B</em> < 1. Type 2: <em>l<sub>m</sub>/B</em> was located about 2.0 to 2.5 and l<em><sub>n</sub>/B > 1. </em>Type 3: <em>l<sub>m</sub>/B=</em>2.0 and<em> l<sub>n</sub>/B</em> < 1. Type 4: <em>l<sub>m</sub>/B</em> was located about 1.5 to 2.0 and <em>l<sub>n</sub>/B</em> > 1. Type 5 : <em>l<sub>m</sub>/B</em> < 1.5 and<em> l<sub>n</sub> /B</em> > 1. <em>L/B</em> was one of the most important parameters affecting the maximum scour depth and its position. When <em>L/B</em> was less than 1.4, the scour holes were similar to the traditional groundsill. When the<em> L/B</em> ranged between 1.4 and 2.3, the maximum scour depth was located at about 0.5 to 0.65 times of scour length downstream the Cross-Vane. When<em> L/B</em> was greater than 2.3, the maximum scour depth was located adjacent to the Cross-Vane.</p><p><strong>Keyword : </strong>Cross-vane, Scour morphology, Numerical model</p>


Water ◽  
2020 ◽  
Vol 12 (1) ◽  
pp. 171 ◽  
Author(s):  
Ruijia Jin ◽  
Mingming Liu ◽  
Baolei Geng ◽  
Xin Jin ◽  
Huaqing Zhang ◽  
...  

A 2D numerical model was established to investigate vortex induced vibration (VIV) for submerged floating tunnel (SFT) by solving incompressible viscous Reynolds average Navier-Stokes equations in the frame of Abitrary Lagrangian Eulerian (ALE). The numerical model was closed by solving SST k-ω turbulence model. The present numerical model was firstly validated by comparing with published experimental data, and the comparison shows that good achievement is obtained. Then, the numerical model is used to investigate VIV for SFT under current. In the simulation, the SFT was allowed to oscillate in cross flow direction only under the constraint of spring and damping. The force coefficients and motion of SFT were obtained under different reduced velocity. Further research showed that Reynolds number has not only a great influence on the vibration amplitude and ‘lock-in’ region, but also on the force coefficients on of the SFT. A large Reynolds number results in a relatively small ‘lock-in’ region and force coefficient.


2020 ◽  
Author(s):  
Zubin Mistry ◽  
◽  
Venkata Harish Babu Manne ◽  
Andrea Vacca ◽  
Etienne Dautry ◽  
...  

2021 ◽  
Vol 0 (0) ◽  
Author(s):  
Shahrah Al Qahtani ◽  
Fatimah Al Wuhayb ◽  
Hacene Manaa ◽  
Adnan Younis ◽  
Shama Sehar

Abstract During the COVID-19 pandemic, many positive shifts have been observed in the ecosystem, with a significant decrease in the greenhouse gas emissions and air pollution. On the other hand, there were unavoidable negative shifts due to a surge in demand for plastic products such as food and groceries’ delivery packaging, single-use plastics, medical and personal protective equipment to prevent transmission of COVID-19. Plastic pollution can be considered as a key environmental issue in world due to the huge footprints of plastics on natural ecosystems and public health. Herein, we presented an overview on the rise of plastic pollution during the COVID-19 pandemic. The potential sources of plastic waste during COVID-19 with its negative effects on the environment such as marine ecosystems and the global economics are highlighted. We also suggested some strategies and recommendations to tackle plastic leakages by applying feedstock recycling, sterilization, and with the use of biodegradable plastics that have become a sustainable alternative to fossil fuel plastics. Also, the importance of elevating public awareness and some recommendations to mitigate plastic generated during the pandemic has been addressed as well.


2016 ◽  
Vol 857 ◽  
pp. 237-242
Author(s):  
Margaret Abraham ◽  
Bennet Kuriakose ◽  
Reni Kuruvilla

A dam is an artificial barrier constructed across a stream channel to impound water. Analysis of stresses and displacements are inevitable for the structural design and failure analysis of dams. This paper deals with the numerical simulation of structural response of gravity dams, duly considering the foundation-structure interaction. The optimum depth and width of foundation extend to be considered in the numerical model is also studied. A parametric study based on the stiffness of the foundation is also exercised. As an application of the developed model, a case study of Peechi gravity dam is presented. This study proved the importance of consideration of foundation-structure interaction in the structural analysis of dams. The developed numerical model can be further improved for performing seismic analysis of gravity dams, considering the foundation-structure as well as fluid-structure interactions.


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