ENVIRONMENTAL IMPACT ASSESSMENT for Proposed Sheet Piling Works at Slot No

Total Page:16

File Type:pdf, Size:1020Kb

ENVIRONMENTAL IMPACT ASSESSMENT for Proposed Sheet Piling Works at Slot No ENVIRONMENTAL IMPACT ASSESSMENT For Proposed Sheet Piling Works at Slot No. 5 Thilafushi, Kaafu Atoll August 2018 Prepared for: V.A. Pvt. Ltd. Prepared by: Mohamed Zuhair (EIA01/15) Ibrahim Shakir (BP03106) TABLE OF CONTENTS ާސާ ލާ ހު ދާ ސާ .............................................................................................................................................. 10 1. EXECUTIVE SUMMARY .......................................................................................................... 13 2. INTRODUCTION ........................................................................................................................ 16 2.1 PROJECT BACKGROUND................................................................................................. 16 2.2 AIMS AND OBJECTIVES OF THE PROJECT .................................................................. 16 2.3 POJECT DONOR ................................................................................................................. 16 2.4 LEGAL REQUIREMENT .................................................................................................... 17 2.5 OTHER REQUIREMENTS ................................................................................................. 17 2.6 EIA APPROACH, SCOPE AND OBJECTIVE ................................................................... 17 2.7 EIA METHODOLOGY ........................................................................................................ 18 2.8 REVIEW OF RELEVANT STUDIES ................................................................................. 19 2.9 EIA TEAM ............................................................................................................................ 20 2.10 EIA TERMS OF REFERENCE (TOR) ............................................................................ 20 3. STUDY AREA ............................................................................................................................. 21 4. PROJECT DESCRIPTION .......................................................................................................... 24 4.1 PROJECT LOCATION ........................................................................................................ 24 4.2 PROPONENT ....................................................................................................................... 24 4.3 JUSTIFICATION ................................................................................................................. 24 4.4 PROJECT OUTLINE ........................................................................................................... 25 4.4.1 Project Scope ................................................................................................................ 25 4.4.2 Project Design ............................................................................................................... 25 4.5 KEY PROJECT ACTIVITIES.............................................................................................. 26 4.5.1 Sheet Piling Works........................................................................................................ 26 4.5.2 Backfilling ..................................................................................................................... 27 4.5.3 Concrete Works............................................................................................................. 28 4.6 PROJECT MANAGEMENT ................................................................................................ 28 4.6.1 Project Mobilization ...................................................................................................... 28 4.6.2 Temporary Setup and Arrangement .............................................................................. 28 4.6.3 Project Schedule ............................................................................................................ 28 4.6.4 Environmental Monitoring During Project Implementation ......................................... 29 4.6.5 Work Safety .................................................................................................................. 29 4.6.6 Emergency Plan ............................................................................................................ 29 4.6.7 Demobilization .............................................................................................................. 29 4.6.8 Project Input and Output ............................................................................................... 29 4.7 KEY ENVIRONMENTAL IMPACTS AND AFFECTED BOUNDARIES ....................... 30 5. LEGAL, POLICY AND ADMINISTRATIVE FRAMEWORK ................................................. 32 5.1 APPLICABLE LAWS AND REGULATIONS.................................................................... 32 5.1.1 Environmental Protection and Preservation Act (Law No. 4/93) ................................. 32 5.1.2 Maldives EIA Regulation (Amended), 2015 ................................................................ 34 5.1.3 Environmental Damage Liabilities Regulation, 2011 ................................................... 35 5.1.4 Dredging and Reclamation Regulation, 2013 ............................................................... 35 5.1.5 Waste Management Regulation, 2013 .......................................................................... 35 5.2 RELEVANT POLICIES ....................................................................................................... 36 5.2.1 National Framework for Development, 2009-2013 ...................................................... 36 Page 2 5.2.2 3rd National Environmental Action Plan, 2009-2013 ................................................... 37 5.2.3 Maldives National Strategy for Sustainable Development, 2009 ................................. 38 5.2.4 National Solid Waste Management Policy, 2007 ......................................................... 38 5.2.5 National Biodiversity and Action Plan 2016-2015 ....................................................... 39 5.3 RELEVANT AUTHORITIES .............................................................................................. 40 5.3.1 Ministry of Environment and Energy, MEE ................................................................. 40 5.3.2 Environment Protection Agency, EPA ......................................................................... 40 5.3.3 Greater Male’ Industrial Zone (GMIZ) ......................................................................... 40 5.4 PERMITS GIVEN AND REQUIRED ................................................................................. 40 5.4.1 Concept Approval ......................................................................................................... 41 5.4.2 EIA Decision Statement ................................................................................................ 41 6. EXISTING ENVIRONMENT ..................................................................................................... 42 6.1 DATA COLLECTION METHODS ..................................................................................... 42 6.1.1 Geophysical Environment ............................................................................................. 42 6.1.2 Climatic and Hydrodynamic Environment ................................................................... 42 6.1.3 Marine Environment ..................................................................................................... 42 6.1.4 Socio-Economic Environment ...................................................................................... 43 6.1.5 Hazard Vulnerability ..................................................................................................... 43 6.1.6 Derivation of Environmental Indicators........................................................................ 43 6.1.7 Uncertainties on Data Collection Methods ................................................................... 43 6.2 ASSESSMENTS UNDERTAKEN....................................................................................... 44 6.3 GEOPHYSICAL ENVIRONMENT ..................................................................................... 47 6.3.1 Geography and Environmental Setting ......................................................................... 47 6.3.2 Geology ......................................................................................................................... 47 6.4 CLIMATIC AND HYDRODYNAMIC ENVIRONMENT ................................................. 48 6.4.1 Climatic Setting............................................................................................................. 48 6.4.2 Monsoons ...................................................................................................................... 48 6.4.3 Temperature .................................................................................................................. 49 6.4.4 Rainfall .......................................................................................................................... 50 6.4.5 Winds ............................................................................................................................ 51 6.4.6 Currents and Waves ...................................................................................................... 53 6.4.7 Tides .............................................................................................................................
Recommended publications
  • Chapter 14. Northern Shelf Region
    Chapter 14. Northern Shelf Region Queen Charlotte Sound, Hecate Strait, and Dixon canoes were almost as long as the ships of the early Spanish, Entrance form a continuous coastal seaway over the conti- and British explorers. The Haida also were gifted carvers nental shelfofthe Canadian west coast (Fig. 14.1). Except and produced a volume of art work which, like that of the for the broad lowlands along the northwest side ofHecate mainland tribes of the Kwaluutl and Tsimshian, is only Strait, the region is typified by a highly broken shoreline now becoming appreciated by the general public. of islands, isolated shoals, and countless embayments The first Europeans to sail the west coast of British which, during the last ice age, were covered by glaciers Columbia were Spaniards. Under the command of Juan that spread seaward from the mountainous terrain of the Perez they reached the vicinity of the Queen Charlotte mainland coast and the Queen Charlotte Islands. The Islands in 1774 before returning to a landfall at Nootka irregular countenance of the seaway is mirrored by its Sound on Vancouver Island. Quadra followed in 1775, bathymetry as re-entrant troughs cut landward between but it was not until after Cook’s voyage of 1778 with the shallow banks and broad shoals and extend into Hecate Resolution and Discovery that the white man, or “Yets- Strait from northern Graham Island. From an haida” (iron men) as the Haida called them, began to oceanographic point of view it is a hybrid region, similar explore in earnest the northern coastal waters. During his in many respects to the offshore waters but considerably sojourn at Nootka that year Cook had received a number modified by estuarine processes characteristic of the of soft, luxuriant sea otter furs which, after his death in protected inland coastal waters.
    [Show full text]
  • The Response of the Upper Ocean to Solar Heating II
    Quart. J. R. Met. Soc. (1986). 112, pp. 29-42 55 1.465.553:ss 1.365.7 1 The response of the upper ocean to solar heating. 11: The wind-driven current By J. D. WOODS and V. STRASS 1n.Ytitrtt ,fuer Meereskunde an der Unioer,rituet Kiel, F. R. G. (Received 28 February lYX?: revised 30 July 1985) SUMMARY The current profile generated by a steady wind stress is disturbed by the diurnal variation of mixed layer depth forced by solar heating. Momentum diffused deep at night is abandoned to rotate incrtially during the day when the mixed layer is shallow and then re-entrained next night when it deepens. The resulting variation of current profile has been calculated with a one-dimcnsional model in which power supply to turhulencc determines the profile of eddy viscosity. The resulting variations of current velocity at fixed depths are so complicated that it is not surprising that current meter nieasurenients have seldom yielded the classical Ekmaii solution. However, the progressive vector diagrams do exhibit an Ekman-like response (albeit with superimposed inertial disturbances) suggesting that the model might be tested by tracking drifters designed to follow the flow at fixed depths. The inertial rotation of the current in the diurnal thermocline leads to a diurnal jet. the dynamical equivalent of the nocturnal jet in the atmospheric boundary layer over land. The role of inertial currents in deepening the mixed layer is clarified, leading to proposals for improving the turbulence parametrizations used in models of the upper ocean. The model predicts that the diurnal thermocline contains two layers of persistent vigorous turbulence separated by a thicker band of patchy turbulence in otherwise laminar flow.
    [Show full text]
  • Turbulent Flow Structure in Experimental Laboratory Wind
    Coastal Engineering 64 (2012) 1–15 Contents lists available at SciVerse ScienceDirect Coastal Engineering journal homepage: www.elsevier.com/locate/coastaleng Turbulent flow structure in experimental laboratory wind-generated gravity waves Sandro Longo a,⁎, Dongfang Liang b, Luca Chiapponi a, Laura Aguilera Jiménez c a Department of Civil Engineering, University of Parma, Parco Area delle Scienze, 181/A, 43100 Parma, Italy b Department of Engineering, Trumpington Street, Cambridge CB2 1PZ, UK c Instituto Interuniversitario de Investigación del Sistema Tierra, Universidad de Granada, Avda. del Mediterráneo s/n, 18006 Granada, Spain article info abstract Article history: This paper is the third part of a report on systematic measurements and analyses of wind-generated water Received 1 December 2011 waves in a laboratory environment. The results of the measurements of the turbulent flow on the water Received in revised form 7 February 2012 side are presented here, the details of which include the turbulence structure, the correlation functions, Accepted 8 February 2012 and the length and velocity scales. It shows that the mean turbulent velocity profiles are logarithmic, and Available online xxxx the flows are hydraulically rough. The friction velocity in the water boundary layer is an order of magnitude smaller than that in the wind boundary layer. The level of turbulence is enhanced immediately beneath the Keywords: fl 2 Free surface turbulence water surface due to micro-breaking, which re ects that the Reynolds shear stress is of the order u*w. The ver- Wind-generated waves tical velocities of the turbulence are related to the relevant velocity scale at the still-water level.
    [Show full text]
  • Behind the Scenes
    ©Lonely Planet Publications Pty Ltd 179 Behind the Scenes SEND US YOUR FEEDBACK We love to hear from travellers – your comments keep us on our toes and help make our books better. Our well-travelled team reads every word on what you loved or loathed about this book. Although we cannot reply individually to your submissions, we always guarantee that your feedback goes straight to the appropriate authors, in time for the next edition. Each person who sends us information is thanked in the next edition – the most useful submissions are rewarded with a selection of digital PDF chapters. Visit lonelyplanet.com/contact to submit your updates and suggestions or to ask for help. Our award-winning website also features inspirational travel stories, news and discussions. Note: We may edit, reproduce and incorporate your comments in Lonely Planet products such as guidebooks, websites and digital products, so let us know if you don’t want your comments reproduced or your name acknowledged. For a copy of our privacy policy visit lonelyplanet.com/ privacy. OUR READERS ACKNOWLEDGMENTS Many thanks to the travellers who used the Climate map data adapted from Peel MC, Finlayson last edition and wrote to us with helpful BL & McMahon TA (2007) ‘Updated World Map of the hints, useful advice and interesting anec- Köppen-Geiger Climate Classification’, Hydrology and dotes: Earth System Sciences, 11, 163344. Barney Smith, Johann Schelesnak, Juan Miguel Mariatti, Kevin Callaghan Cover photograph: Hammock on tropical beach, Maldives; Sakis Papadopoulos, Corbis AUTHOR THANKS Tom Masters A huge thanks first of all to Moritz Estermann, who was my companion for much of my trip, and who provided excellent guidance on fine food and wine, was an expert with pillow menus and remained positive through some of the worst weather I’ve ever seen in Maldives.
    [Show full text]
  • ENVIRONMENTAL IMPACT ASSESSMENT Proposed MEQ Boatyard Development Project Himmafushi Island, K
    ENVIRONMENTAL IMPACT ASSESSMENT Proposed MEQ Boatyard Development Project Himmafushi Island, K. Atoll November 2017 Prepared for: MEQ Boatyard Pvt. Ltd. Prepared by: Mohamed Zuhair (EIA01/15) & Ibrahim Shakir (BP03106) Page | 1 TABLE OF CONTENTS ާސާ ލާ ހު ދާ ސާ .............................................................................................................................................. 17 1. EXECUTIVE SUMMARY .......................................................................................................... 19 2. INTRODUCTION ........................................................................................................................ 22 2.1 OVERVIEW OF THE PROJECT ......................................................................................... 22 2.2 LEGAL REQUIREMENT .................................................................................................... 23 2.3 PROJECT JUSTIFICATION AND RATIONALE .............................................................. 23 2.4 DONORS AND INSTITUTIONAL ARRANGEMENTS ................................................... 24 2.5 EIA BACKGROUND TO THE EIA .................................................................................... 25 2.6 EIA APPROACH, SCOPE AND OBJECTIVE ................................................................... 25 2.7 EIA METHODOLOGY ........................................................................................................ 26 2.8 EIA REPORT STRUCTURE ..............................................................................................
    [Show full text]
  • Wind-Induced Mixing of Buoyant Plumes
    WIND-INDUCED MIXING OF BUOYANT PLUMES Report NO SR 78 March 1986 Registered Office: Hydraulics Research Limited, Wallingford. Oxfordshire OX10 8BA. Telephone: 0491 35381. Telex: 848552 This report describes work funded by the Department of the Environment under Research Contract PECD 7/6/61, for which the DOE nominated officer was Dr R P Thorogood. It is published on behalf of the Department of the Environment but any opinions expressed in this report are not necessarily those of the funding Department. The work was carried out by Dr A J Cooper in the Tidal Engineering Department of Kydraulics Research, Wallingford, under the management of Mr M F C Thorn. 0 Crown copyright 1986 Published by permission of the Controller of Her Majesty's Stationery Office ABSTRACT In the absence of wind a buoyant plume of effluent discharged to the sea some distance from the shoreline is most frequently swept nearly parallel to the coast by the tidal currents. The main reason for a surface plume to approach the beach is if there is a wind blowing onshore. Although the wind has this adverse effect of allowing the effluent to reach the shore it tends at the same time to cause additional mixing so reducing the pollution risk. It is important in planning outfalls to know the extent of this extra mixing. The processes causing plume dilution from outfall to shore are first reviewed in the absence of wind. The presence of a wind is found to cause extra mixing by two important physical processes. The first is the entrainment of ambient water into the plume caused by the turbulence in the plume induced by the wind.
    [Show full text]
  • Maldives Brochure
    MALDIVES SPECIALIST COLLECTION SPECIALIST OVER 40 YEARS OF TRUSTED TRAVEL EXPERIENCE EXPLORE DISCOVER EXPERIENCE World class Underwater beauty, An oasis of resorts crystal clear lagoons & intimate www.thompsons.co.za snowy white beaches islands THIS WAY TO PARADISE WHY MALDIVES WITH THOMPSONS? Discover the sunny side of life, all year round in an unspoiled paradise of magical islands scattered like tiny white pearls in the Indian Ocean. Each island is encircled by their own reef housing spectacular underwater life. Indulge yourself in the endless water- based adventure sport activities, island excursions or picnics on sandbanks and much more. Every encounter is an opportunity to discover paradise and what better way than with Thompsons, who can create innovative tailor-made holidays for your specific budget and requirements. #letsbepersonal and say, ‘Pack your bags and experience the colourful side of life’. TRAVEL WITH CONFIDENCE WITH A GLOBAL COMPANY With 40 years of trusted travel experience you will receive expert advice. No request too large, no detail too small. Thompsons Holidays, a division of Cullinan Holdings Group ICON INDEX and a member of THE TRAVEL CORPORATION, a fourth generation family owned group. FAMILY PLAYTIME Our financial stability is the key to a relaxed holiday. UNRIVALLED VALUE FOR MONEY GOLF ON TRIED AND TESTED HOLIDAYS As the largest South African tour operator our greater buying power means you get the best deal on your holiday, unrivalled value for money SPA and unexpected bonus offers. WE ARE WITH YOU 24/7 With you all the way – our care line is HONEYMOON / COUPLES your friend in an emergency.
    [Show full text]
  • NIWA – Technical Report on Coastal Hydrodynamics and Sediment Processes in Lyall Bay
    Technical Report 17 NIWA – Technical Report on Coastal Hydrodynamics and Sediment Processes in Lyall Bay Wellington Airport Runway Extension Technical Report on Coastal Hydrodynamics and Sediment Processes in Lyall Bay Prepared for Wellington International Airport Ltd March 2015 (updated March 2016) Prepared by: Mark Pritchard Glen Reeve Richard Gorman Iain MacDonald Rob Bell For any information regarding this report please contact: Rob Bell Programme Leader: Hazards & Risk Coastal & Estuarine Processes +64-7-856 1742 [email protected] National Institute of Water & Atmospheric Research Ltd PO Box 11115 Hamilton 3251 Phone +64 7 856 7026 NIWA CLIENT REPORT No: HAM2015-003 Report date: March 2015 (updated March 2016) NIWA Project: WIA15301 Quality Assurance Statement Reviewed by: Dr S. Stephens Formatting checked by: A. Bartley Approved for release by: Dr A. Laing Front page photo: Lyall Bay aerial photograph (2013-14 LINZ aerial photography series). © All rights reserved. This publication may not be reproduced or copied in any form without the permission of the copyright owner(s). Such permission is only to be given in accordance with the terms of the client’s contract with NIWA. This copyright extends to all forms of copying and any storage of material in any kind of information retrieval system. Whilst NIWA has used all reasonable endeavours to ensure that the information contained in this document is accurate, NIWA does not give any express or implied warranty as to the completeness of the information contained herein, or that it will be suitable for any purpose(s) other than those specifically contemplated during the Project or agreed by NIWA and the Client.
    [Show full text]
  • Sea Surface Microlayer and Bacterioneuston Spreading Dynamics
    MARINE ECOLOGY PROGRESS SERIES Published February 27 Mar Ecol Prog Ser Sea surface microlayer and bacterioneuston spreading dynamics Michelle S. Hale*,James G. Mitchell School of Biological Sciences. Flinders University of South Australia. PO Box 2100. Adelaide, South Austrialia 5001. Australia ABSTRACT: The sea surface microlayer (SSM) has been well studied with regard to its chemical and biological composition, as well as its productivity. The origin and dynamics of these natural communi- ties have been less well studied, despite extenslve work on the relevant phys~calparameters, wind, tur- bulence and surface tension. To examine the effect these processes have on neuston transport, mea- surements of wind-dr~vensurface drift, surfactant spreading and bacter~altransport in the SSM were made in the laboratory and in the field. Spreading rates due to surface tension were up to approxi- mately 17 km d-' (19.7 cm S-') and were not significantly affected by waves. Wind-induced surface drift was measured in the laboratory. Wind speeds of 2 to 5 m S-' produced drift speeds of 8 to 14 cm S-', respectively We demonstrate that bactena spread with advancing sl~cks,but are not distributed evenly. Localised concentrat~onswere found at the source and at the leadlng edge of spreading slicks The Reynolds ridge, a slight rise in surface level at the leading edge of a spreading slick, may provide a mechanism by which bacteria are concentrated and transported at the leading edge. Bacteria already present at the surface were not pushed back by the leading edge, but incorporated and spread evenly across the sllck The spread~ngprocess d~dnot result in the displacement of extant bacterioneuston communities The results ind~catesurface tension and wind-lnduced surface drift may alter distribu- tions and introduce new populat~onsinto neustonlc communltles, including communities d~stantfrom the point source of release.
    [Show full text]
  • Chapter 5B Elements of Dynamical Oceanography
    Chapter 5 B- pg. 45 CHAPTER 5B ELEMENTS OF DYNAMICAL OCEANOGRAPHY In the previous chapter we derived the following the continuity and conservation of momentum equations that are pertinent to the ocean, namely ¶u ¶ v ¶w + + = 0 Continuity ¶x ¶ y ¶ z and he vector form of Newton’s 2nd Law per unit volume for a fluid ocean dV æ ¶V ö r r r r r =r ç +(V ·Ñ)V ÷ = - r(2W x V) - Ñ p - r gk + f Momentum ç ÷ F dt è ¶t ø The component form of the momentum equation, in which we have neglected the less important Coriolis terms, is du 1 ¶ p f = fv - + Fx dt r ¶x dv 1 ¶p f = - fu - + Fy dt r ¶ y dw 1 ¶p f = - - g + Fz dt r ¶z æ ¶ é¶t yx ùö æ ¶t zy é¶t xy ùö æ ¶t yz ¶ ö f ç t zx ÷ f ç ÷ f é t x z ù where Fx = ç + ê ú÷ ;Fy = ç + ê ú÷ Fz = ç + ê ú÷ è ¶ z ë ¶ y ûø è ¶z ë ¶ x ûø è ¶y ë ¶x ûø Now let’s consider approximations of the above set of equations that yield the essential physics of a suite of ocean processes of interest. The first approximation is to assume no flow acceleration. To assume a steady flow, i.e. ¶ º 0 , ¶t where º means “defined”, eliminates time-dependent accelerations. Hence there is no © 2004 Wendell S. Brown 8 November 2004 Chapter 5 B- pg. 46 pulsing of the flow. However convective accelerations of the steady flow (V·Ñ)V are still possible.
    [Show full text]
  • Maldives 2012 (Coral Reef & Whale Shark)
    EXPEDITION REPORT n Expedition dates: 2 - 8 September 2012 n a m t t o Report published: May 2013 L r e k l o V ) c ( Little and large: e g a m i surveying and safeguarding coral r e v reefs & whale sharks in the Maldives. o C BEST BEST FOR TOP BEST NEW TRIP BEST IN ENVIRONMENT TOP HOLIDAY VOLUNTEERING GREEN-MINDED RESPONSIBLE USA SUSTAINABLE AWARD FOR NATURE ORGANISATION TRAVELLERS HOLIDAY TRAVEL Germany Germany UK UK UK USA EXPEDITION REPORT Little and large: surveying and safeguarding coral reefs & whale sharks in the Maldives. Expedition dates: 2 - 8 September 2012 Report published: May 2013 Authors: Jean-Luc Solandt Marine Conservation Society & Reef Check Co-ordinator Maldives Matthias Hammer and Adam Stickler (editors) Biosphere Expeditions 1 © Biosphere Expeditions, an international not-for-profit conservation organisation registered in England, Germany, France, Australia and the USA Officially accredited member of the United Nations Environment Programme's Governing Council & Global Ministerial Environment Forum Officially accredited member of the International Union for Conservation Abstract One week of Reef Check surveys were carried out in September 2012 with Biosphere Expeditions volunteers in central Maldives atolls. Surveys concentrated on re-visiting sites that were initially surveyed prior to or just after the 1998 bleaching event. Coralwatch, and photo quadrat surveys (analysed using Coral Point Count software) were also carried out at most locations. An effort-based whale shark survey was carried out at Maamigili reef to the south of Ari atoll for five hours, with no sightings. Reef Check sites visited were predominantly inshore house reef and sheltered locations, both in North Male and Ari atolls.
    [Show full text]
  • Adopting Circular Economy Current Practices and Future Perspectives
    Adopting Circular Economy Current Practices and Future Perspectives Future and Practices Current Economy Circular Adopting • Idiano D’Adamo Adopting Circular Economy Current Practices and Future Perspectives Edited by Idiano D’Adamo Printed Edition of the Special Issue Published in Social Sciences www.mdpi.com/journal/socsci Adopting Circular Economy Current Practices and Future Perspectives Adopting Circular Economy Current Practices and Future Perspectives Special Issue Editor Idiano D’Adamo MDPI • Basel • Beijing • Wuhan • Barcelona • Belgrade • Manchester • Tokyo • Cluj • Tianjin Special Issue Editor Idiano D’Adamo Unitelma Sapienza—University of Rome Italy Editorial Office MDPI St. Alban-Anlage 66 4052 Basel, Switzerland This is a reprint of articles from the Special Issue published online in the open access journal Social Sciences (ISSN 2076-0760) (available at: https://www.mdpi.com/journal/socsci/special issues/Adopting Circular Economy). For citation purposes, cite each article independently as indicated on the article page online and as indicated below: LastName, A.A.; LastName, B.B.; LastName, C.C. Article Title. Journal Name Year, Article Number, Page Range. ISBN 978-3-03928-342-2 (Pbk) ISBN 978-3-03928-343-9 (PDF) Cover image courtesy of Idiano D’Adamo. c 2020 by the authors. Articles in this book are Open Access and distributed under the Creative Commons Attribution (CC BY) license, which allows users to download, copy and build upon published articles, as long as the author and publisher are properly credited, which ensures maximum dissemination and a wider impact of our publications. The book as a whole is distributed by MDPI under the terms and conditions of the Creative Commons license CC BY-NC-ND.
    [Show full text]