ABP Southampton. Environmental Statement for Port of Southampton: Berth 201/202 Works. Appendix K. Recommended Marine Conservation Zone Assessment
|
|
- Esmond Roberts
- 5 years ago
- Views:
Transcription
1 ABP Southampton Environmental Statement for Port of Southampton: Berth 201/202 Works Appendix K Recommended Marine Conservation Zone Assessment
2
3 Appendix K Berth 201/202 Works Potential Impact on Recommended Marine Conservation Zones
4 Appendix K. Potential Impact on Recommended Marine Conservation Zones Table of Contents Introduction... ii Draft Conservation Objectives and Interest Features... ii Previous Disposal Operations at the Nab... v Numerical Modelling... vi Impact Assessment... vi Physical Loss from Smothering... vii Potential Dispersion of Contaminants... vii Potential Effects of Changes in Suspended Sediment Concentrations...viii Summary... ix References... ix Tables Table 1 Interest features and conservation objectives for rmczs in study area P.1523 i R.1837
5 Introduction Since the Berth 201/202 Environmental Statement (ES) was submitted in December 2008, the UK has signed up to international agreements that aim to establish an ecologically coherent network of Marine Protected Areas (MPAs) by This network will be made up of current MPAs as well as a new type of MPA called a Marine Conservation Zone (MCZ). The Balanced Seas Project ( is tasked with designing the network of MPAs and MCZs, which in the southeast England area encompasses the Environmental Impact Assessment (EIA) study area for the Berth 201/202 development. A number of MCZs have been recommended by the Balanced Seas Project that occur within the wider EIA study area (Balanced Seas, 2011). Ministers will draft designation orders, and carry out formal public consultation which is expected to take place in early This appendix aims to provide an assessment of the impacts of Berth 201/202 works on the recommended (r) MCZs, in light of proposed conservation objectives that have been drafted for each of the supporting marine interest features. Supplementary data and interpretation is provided in this appendix, cross-referencing to the relevant sections of the main ES. Draft Conservation Objectives and Interest Features Based on the recommendations that were published in early June 2010, the nearest sites that could potentially be indirectly affected by the Berth 201/202 works, as a result of the disposal of capital and maintenance dredge material at the Nab disposal ground, are presented in Figure 1. These are as follows: Bembridge rmcz no 22; Utopia rmcz no 28; and Offshore Overfalls rmcz no 17. The interest features and preliminary draft conservation objectives that were developed by Natural England and Joint Nature Conservation Committee (JNCC) advisors for each of these rmczs are outlined in Table 1. The draft conservation objective maintain means that in general the current levels of activity in the area are considered acceptable, but they will be monitored and restrictions may have to be introduced if necessary. means that restrictions on certain activities may be necessary to allow the feature to recover to favourable condition. It does not necessarily mean that an activity will be prohibited, as other mitigation measures might be appropriate (e.g. change in fishing gear type, reduction in intensity, seasonal restrictions etc.). P.1523 ii R.1837
6 Table 1. Interest features and conservation objectives for rmczs in study area rmcz Feature Type Feature Name Draft Conservation Objectives A5.2 Subtidal sand Broad-scale habitat A5.3 Subtidal mud A5.4 Subtidal mixed sediments Maerl beds Mud habitats in deep water Habitat Features of Conservation Importance (FOCI) Rossworm (Sabellaria spinulosa) reef Seagrass beds Native oyster (Ostrea edulis) beds Bembridge rmcz no 22 Sea-pen and burrowing megafauna communities Tentacled lagoon worm (Alkmaria romijni) Lagoon sand shrimp (Gammarus insensibilis) Kaleidoscope stalked jellyfish (Haliclystus auricula) Long-snouted seahorse (Hippocampus guttulatus) Species FOCI Low mobility Short-snouted seahorse (Hippocampus hippocampus) Starlet sea anemone (Nematostella vectensis) Native oyster (O. edulis) Peacock s tail (Padina pavonica) Sea snail (Paludinella littorina) Utopia rmcz no 28 Habitat FOCI Fragile sponge and anthozoan communities Offshore Overalls rmcz no 17 Broad-scale habitat A5.1 Subtidal coarse sediments A5.2 Subtidal sand P.1523 iii R.1837
7 rmcz Feature Type Feature Name Draft Conservation Objectives A5.4 Subtidal mixed sediments Habitat FOCI Rossworm (S. spinulosa) reef Subtidal sands and gravels Species FOCI Undulate ray (Raja undulata) Geology English Channel outburst flood features P.1523 iv R.1837
8 Previous Disposal Operations at the Nab Both capital and maintenance dredging of the main navigation channel, dock approaches and berths have been undertaken in Southampton Water for over two centuries. Key details relating to past dredging are summarised in Table 8.2 of Chapter 8 in the main ES. A total of over 11 million m 3 of capital dredging was removed from Southampton Water during these operations, including 3 million m 3 in 1951 (Webber, 1980) and 6.6 million m 3 in 1996/7. The disposal of annual maintenance dredge arisings at the Nab Deposit Ground from all the estuaries and harbours in the Solent amounts to around 0.7 million m 3 per year. It should also be noted that until the ban on the disposal of sewage sludge at sea in 1998, the Nab Deposit Ground was used regularly for this purpose. The site has, therefore, had a history of high levels of bacteria, albeit this is likely to have recovered in recent years. During 1996 and early 1997, the entrance channel to the Port of Southampton was deepened by 2.4m. This resulted in the removal of 6.6 million m 3 of fine sand and silts, the majority of which was deposited at the Nab Deposit Ground. As a result of the possible environmental impacts that were identified during the EIA (ABP Research & Consultancy, 1995), a programme of monitoring was stipulated by the then Ministry of Agriculture, Fisheries and Food (MAFF) which is now the Department of Environment, Food and Rural Affairs (Defra). This included detailed monitoring at the Nab Deposit Ground, in response to concerns that were expressed about the potential effects of the increased suspended sediment concentrations and deposition on the local lobster and crab fisheries. Detailed bathymetric surveys of the deposit ground were undertaken before the capital dredge disposal, during and towards the end of disposal. Analysis of all surveys showed that the material was generally dispersed over the area of the deposit and reductions in water depth at the end of the deposit were generally less than 0.5m (ABP Research & Consultancy, 2000). Two side scan sonar surveys and Roxann bed description surveys with associated sampling and dive inspections were undertaken near the beginning of the dredge and during, when material had been deposited at the site. The initial area of coverage was based on the predicted distribution of dispersal of sediment remaining on the bed established from the numerical modelling (i.e. along a northeast to southwest axis). The main conclusions from inter-comparison of the surveys were that the particle size distribution of the bed sediments did not significantly change as a result of the dredged material deposits (ABP Research & Consultancy, 2000). In other words, the deposits did not change the physical nature of the bed sediments. With the aid of fishermen, pots were also placed adjacent to the Nab Deposit Ground along the northeast and southwest edges (i.e. the direction of the dispersion plume) and monitored before and throughout the dredge to determine whether any changes in numbers and health of the crabs and lobsters occurred as the dredge progressed. The results indicated that no significant changes occurred during the 8 months that dredge arisings from the capital works were being disposed of at the Nab Deposit Ground (ABP Research & Consultancy, 2000). P.1523 v R.1837
9 The conclusion made by the Fisheries Liaison Officer was that: From the information obtained during the above monitoring programme I can confirm that there appears to have been no detrimental effects to fisheries by the dumping operation at the Nab Deposit Ground or in the adjacent area. In summary, previous intensive disposal operations at the Nab Deposit Ground have shown that there is no significant effect on the bed sediment or adjacent local shellfisheries. The disposal of capital dredge material from the proposed Berth 201/202 is expected to result in a similar pattern of dispersion (i.e. along a northeast to southwest axis) but is of a far smaller scale, in terms of volume (less than 3% of the total volume deposited during the 1996/97 capital dredge) and duration (disposal will only occur over a period of around 4 weeks). Furthermore the amount to be deposited from the capital dredge of Berth 201/202 is in the order of 26% of annual maintenance deposits at the site from all the estuaries and harbours in the Solent, and such deposits have not raised concern in the past. Numerical Modelling A detailed description of the modelling scenario that was developed to simulate the disposal of the dredged material from Berth 201/202, dredge methods and frequencies of disposal has been set out in detail in Appendix C of the ES. The various materials to be dredged from Berth 201/202 and the method of dredging on which the modelling scenarios have been developed are characterised in detail in Appendix B of the ES. In general terms, the materials to be dredged from the berth pocket are consolidated greensand and very stiff sandy clay of the Bracklesham Beds. These consolidated materials will require some form of mechanical dredging. Preliminary discussions with dredging contractors indicate that the dredge is likely to be undertaken by backhoe dredger. The model scenario used to evaluate the dispersion characteristics that will arise from the deposits of the fine material dredged from Berths 201/202 at the Nab Deposit Ground has assumed that all material will break into its constituent particle sizes. This will tend to maximise the extent of dispersion and suspended sediment concentrations away from the deposit ground but underestimate the initial amount of deposition directly on the bed. The disposal scenario was modelled in total over a spring neap cycle. The model was then allowed to run on to determine the decay in suspended sediments following the end of disposal. Impact Assessment The potential for impact to the interest features of rmczs (Table 1) occurring in the wider study area arises from the indirect effects during the disposal of capital and maintenance dredge arisings. P.1523 vi R.1837
10 The key impact pathways identified and addressed in the following sections are as follows: Physical loss through smothering; Introduction of contaminants into the water column and to seabed sediments; and Physical damage by elevated suspended sediment levels. Physical Loss from Smothering It is estimated that around 182,000m 3 in situ of capital material will need to be disposed of as a result of the proposed dredge at the existing Nab Deposit Ground, subject to a beneficial use being identified. Simulation of the dispersal and deposition of sediments from the deposit ground indicates that the maximum bed accumulations outside of the disposal ground boundaries will be less than 1mm and only present for very short periods (maximum of around two hours at any time throughout the circa 4 week period of the disposal of capital dredge arisings). The magnitude of the impact on the Bembridge, Utopia and Offshore Overfall rmczs will be, therefore, negligible. In any case, the interest features of these rmczs are already characterised by any potential effects of regular disturbance through the disposal of maintenance dredge arisings at the disposal ground from all the estuaries and harbours in the Solent. The overall impact on these features is, therefore, considered to be insignificant. Potential Dispersion of Contaminants For the purpose of the Berth 201/202 proposal, a number of sediment samples were analysed within the berth pocket for a range of heavy metals, polychlorinated biphenyls (PCBs), total petroleum hydrocarbons (TPHs) and polyaromatic hydrocarbons (PAHs). The results are presented in Chapter 9 of the main ES. For the most part, contaminant levels are either below the UK Cefas action Level 1 or not sufficiently above to raise concerns about relocation of the material to the marine environment. ABP is currently consulting with Cefas, who will ultimately inform the marine licensing decision by undertaking their own sample analysis for the full suite of chemical contaminants, including tributyltin (TBT) and dibutyltin (DBT), to determine the suitability of the material for disposal at sea. With respect to the Bembridge, Utopia and Offshore Overfall rmczs, the modelling shows that only a very small proportion of the suspended sediment moves into these designated areas and no permanent deposits are likely to occur of any magnitude (see above). On the whole, there will be no change to general contamination levels arising from the capital dredge compared to those that occur from the existing maintenance dredge commitments from around the Solent. Overall, given the negligible to very low exposure to chemical contamination during disposal, together with the high dispersion of material outside the deposit ground and rapid dilution of any contaminants as soon as the dredge load is released into the water column, the impact on interest features comprising the nearby rmczs is considered to be insignificant. P.1523 vii R.1837
11 Potential Effects of Changes in Suspended Sediment Concentrations There will be short term elevations in suspended sediment concentrations in the water column during the disposal of capital dredge arisings at the Nab Deposit Ground. Increased suspended sediment concentrations will be greatest at the immediate site of the disposal and will reduce rapidly as the sediment remaining in the water column is dispersed, predominantly in the axis direction of the flood and ebb flows (northeast/east to southwest/west). Maximum suspended sediment concentrations near to the point of disposal will exceed 200mg/l during disposal, but rapidly reduce to around 25mg/l within about 30 minutes following each disposal and within about 2.6km downstream in the southwest/west direction on the ebb and less than 1km in the northeast/east direction on flood flows. Peak concentrations outside the immediate disposal plume of up to around 150mg/l will occur in the Bembridge rmcz albeit for very short periods of time (circa 15 minutes). For the most part, the average suspended sediment concentrations arising from the disposal are predicted to be about 25mg/l. In terms of the Utopia and Offshore Overfalls rmczs, the modelling shows that only a very small proportion of the suspended sediment will move into these designated areas. Peak concentrations, at any one time over the 4 week period of disposal, will be up to 50mg/, with a small proportion in the Offshore Overalls rmcz reaching a maximum of up to 100mg/l. Average suspended sediments concentrations in these areas, however, will be considerable less. The Nab Deposit Ground is a highly dispersive site that has been used for many years as a licensed disposal site. The dredge arisings from Berth 201/202 that will disperse from the site will be of a similar character to the existing deposits from maintenance dredging. The increase in suspended sediments and the overall extent of effect will be comparable to that normally experienced during maintenance dredge disposal operations, although, the total volume disposed will be considerably less (around 26% of annual maintenance deposits at the site). Taking all the above factors into account, the magnitude of change in suspended sediment concentrations is considered to be small. In terms of receptor sensitivity, apart from maerl beds, all of the habitat and species interest features comprising the Bembridge, Utopia and Offshore Overfalls rmczs are considered to have a negligible to low sensitivity to changes in suspended sediment concentration (MarLIN website). Maerl beds are considered to have a higher sensitivity to increases in suspended sediment because the key structural species within this habitat, either Lithothamnion glaciale or Phymatolithon calcareum, is photosynthetic and, thus, likely to be sensitive to increases in turbidity in the photic zone (Birkett et al., 1998). Many of the other characterising species in this biotope live between the maerl nodules. Some of these species may benefit by increases in siltation (e.g. suspension feeders, species that use particles in construction), whilst others will decline due to subsequent changes in the sediment grain size of the habitat. Any disposed sediment that settles over this habitat will be re-dispersed within up to two hours and is therefore not considered to be a significant impact pathway. In any case, all the interest features of the rmczs are already characterised by the effects of regular disturbance through the disposal of maintenance dredge arisings and the effects of the licensed aggregate dredging within the area, which combined comprise a greater change than the proposed disposal of arisings from Berth 201/202 when they occur. Therefore, the impact of the disposal to rmcz interest features in the study area is considered to be insignificant to the majority of rmcz P.1523 viii R.1837
12 interest features, apart from maerl beds where the impact is considered to be at worst minor adverse significant. Summary Overall the deposit of Berth 201/202 dredged material at the Nab Deposit Ground is considered to have insignificant effects on the majority of habitats and species interest features of the rmczs that occur in the study area. The impacts are considered to be at worst minor adverse significant to maerl beds, a habitat FOCI of the Bembridge rmcz, given their sensitivity to changes in suspended sediments and turbidity. All the rmcz interest features have already been subject to such changes over variable time periods for many years (by annual maintenance dredging, intermittent capital dredge campaigns, aggregate dredging and sewage sludge disposal); therefore, the communities have developed to be accustomed to these variable conditions above the natural background variability of what is a relatively dynamic area. Furthermore, the monitoring undertaken in connection with the disposal of dredge arisings from the channel deepening of 1996/7, which was of much greater scale than the current proposal, did not cause concern at the time. References Balanced Seas, Balanced Seas Marine Conservation Zone Project. Final Recommendations. September 7 th Birkett, D.A., Maggs, C.A. and Dring, M.J., Maerl. An overview of dynamic and sensitivity characteristics for conservation management of marine SACs. Natura 2000 report prepared by Scottish Association of Marine Science (SAMS) for the UK Marine SACs Project., Scottish Association for Marine Science. (UK Marine SACs Project, vol V.). MarLIN (The Marine Life Information Network) website, Last accessed 30 August P.1523 ix R.1837
ABP Southampton. Environmental Statement for Port of Southampton: Berth 201/202 Works. Appendix B. Dredge Material Characterisation
ABP Southampton Environmental Statement for Port of Southampton: Berth 201/202 Works Appendix B Dredge Material Characterisation Appendix B Dredge Material Characterisation Environmental Statement for
More informationJune 2018 Sediments and Dredging at GBR Ports
June 2018 Sediments and Dredging at GBR Ports Reef 2050 Long Term Sustainability Plan The Great Barrier Reef is over 2000 km long and covers an area of approximately 350,000 square kilometres. It is a
More information12.0 COASTAL PROCESSES
12.0 COASTAL PROCESSES 12.1 Introduction This Chapter of the EIS considers the potential and likely significant effects of the proposed alterations to the permitted development. The purpose of this chapter
More information4 Project Alternatives
BSD Deepening EIR Page 50 4 Project Alternatives In terms of the EIA regulations (Regulation 6 (1) (d) GN No. R1183, dated 5 September 1997) and NEMA, the applicant is required to demonstrate that alternatives
More informationAppendix O. Sediment Transport Modelling Technical Memorandum
Appendix O Sediment Transport Modelling Technical Memorandum w w w. b a i r d. c o m Baird o c e a n s engineering l a k e s design r i v e r s science w a t e r s h e d s construction Final Report Don
More informationEnvironmental impact assessment study of the new offshore dumping sites for Šventoji port in Lithuania
Environmental impact assessment study of the new offshore dumping sites for Šventoji port in Lithuania Introduction Summary In 2003 Lithuanian Ministry of Transport initiated the preparation of feasibility
More informationPTM: A Lagrangian Particle Tracking Model. Joseph Gailani
PTM: A Lagrangian Particle Tracking Model Joseph Gailani Joe.Z.Gailani@usace.army.mil OUTLINE Motivation for sediment/constituent modeling system Objectives of modeling system Description of PTM PTM Example
More information3D Modelling of Combined Dredge and Disposal Plumes Dispersion. Mathews Morais
3D Modelling of Combined Dredge and Disposal Plumes Dispersion Mathews Morais About Vale Brazilian global mining company; Leader in the production of iron ore and the second largest producer of nickel;
More informationFEAST (Feature Activity Sensitivity Tool)
FEAST (Feature Activity Sensitivity Tool) Dr Suz Henderson Coastal and Marine Ecosystems Unit (CMEU), SNH, Inverness. http://www.marine.scotland.gov.uk/feast/ FEAST sensitivity assessment FEAST enables
More informationAnnual transport rates at two locations on the fore-slope.
Sediment Transport by Currents Fore-slope Sediment transport rates and sediment concentrations were computed from the hydrodynamic model runs as well as from direct measurements of current velocities at
More informationMarine Protected Areas in Northern Ireland. Dr Nuala McQuaid Marine Conservation and Data Reporting DOE Marine Division
Marine Protected Areas in Northern Ireland Dr Nuala McQuaid Marine Conservation and Data Reporting DOE Marine Division What is covered in this talk What are Marine Protected Areas (MPAs)? Where are our
More informationIn-channel coarse sediment trap Best Management Practice
In-channel coarse sediment trap Best Management Practice By Henry R. Hudson July 2002 Environmental Management Associates Ltd., Christchurch Complexity Environmental Value Cost Low Moderate High Low Moderate
More informationMonitoring the Disposal of Maintenance Material in River Orwell
ABP Ipswich Monitoring the Disposal of Maintenance Material in River Orwell 7 Monitoring period February 8 Page intentionally left blank Monitoring the Disposal of Maintenance Material in River Orwell
More informationAppendix G.18 Hatch Report Pacific NorthWest LNG Lelu Island LNG Potential Impacts of the Marine Structures on the Hydrodynamics and Sedimentation
Appendix G.18 Hatch Report Pacific NorthWest LNG Lelu Island LNG Potential Impacts of the Marine Structures on the Hydrodynamics and Sedimentation Patterns Project Memo H345670 To: Capt. David Kyle From:
More informationProject Proposal. Lyme Brook. Newcastle-under-Lyme. 3 rd July 2015
Project Proposal Lyme Brook Newcastle-under-Lyme 3 rd July 2015 Contents Page 1.0 Introduction... 1.0 2.0 Background and rationale... 2.0 3.0 Proposed measures... 5 4.0 Summary of Recommendations... 10
More informationWhy Erosion and Sedimention Control is Important: A Fish s Point of View
Why Erosion and Sedimention Control is Important: A Fish s Point of View Fisheries Protection Program Department of Fisheries and Oceans June 6, 2014 Basic definition: Sediment is defined as soil particles
More informationxxxxxx xxxxxx Environmental Statement Chapter 6. Coastal Processes, Sediment Transport and Contamination
xxxxxx xxxxxx Environmental Statement Chapter 6. Coastal Processes, Sediment Transport and Contamination www.tidallagoonswanseabay.com www.tidallagoonswanseabay.com Contents 6.0 Coastal Processes, Sediment
More informationREPORT. Goodwin Sands Aggregate Dredging Scheme Marine Licence Application. Further Environmental Information. Dover Harbour Board
REPORT Goodwin Sands Aggregate Dredging Scheme Marine Licence Application Further Environmental Information Client: Dover Harbour Board Reference: I&BR001D01 Revision: 01/Final Date: 23 September 2016
More informationSeagrass Transplantation & Environmental & Marine Consulting Services, Inc. Drew Campbell, Vice President & Lead Scientst.
Indian River Lagoon Symposium Seagrass Transplantation & Project Considerations Environmental & Marine Consulting Services, Inc. Drew Campbell, Vice President & Lead Scientst March 26 th, 2013 Regulatory
More informationRun 028 (Note: error in UKC at start of exercise due incorrect tide input then corrected ok.)
Run 027 RNZ Full Bridge Simulation Run Plots Final Report Be-Software August 2016 Prepared for Royal Haskoning DHV on behalf of Refining New Zealand Limited 27 Run 028 (Note: error in UKC at start of exercise
More informationTHE SETTLING OF MUD FLOCS IN THE DOLLARD ESTUARY, THE NETHERLANDS
THE SETTLING OF MUD FLOCS IN THE DOLLARD ESTUARY, THE NETHERLANDS SUMMARY Chapter 1 Introduction and literature review Morphological changes of estuarine channels and tidal flats depend on erosion, sediment
More informationFood for thoughts. Jon Davies MESH Project Coordinator
Food for thoughts Jon Davies MESH Project Coordinator You are not alone.. There is someone out there.. Habmap UKSeaMap MESH Why is he here? Introduce the MESH Project, give a brief overview of other marine
More informationMarine Mammal Observer Report
Marine Mammal Observer Report Project: Maintenance Dredging, Dublin Port Marine Mammal Observers Report for Dredging and Dumping Activity June-July 2016 Client: Dublin Port Company Foreshore License: AKC/2016/00262
More informationNon-Technical Summary
Non-Technical Summary Proposed Project TGS-NOPEC Geophysical Company ASA (TGS) proposes to undertake a two dimensional (2D) seismic survey and seabed sampling in the western Greenland Sea off North East
More informationSediment Resuspension by Dredges: Defining the Issues
Sediment Resuspension by Dredges: Defining the Issues Doug Clarke Environmental Laboratory U.S. Army Corps of Engineers Engineer Research and Development Center Dredge types Definition Related processes
More informationSEDIMENT TRANSPORT IN RIVER MOUTH ESTUARY
SEDIMENT TRANSPORT IN RIVER MOUTH ESTUARY Katsuhide YOKOYAMA, Dr.Eng. dredge Assistant Professor Department of Civil Engineering Tokyo Metropolitan University 1-1 Minami-Osawa Osawa, Hachioji,, Tokyo,
More information7 EFFECTS ON COASTAL PROCESSES
7 EFFECTS ON COASTAL PROCESSES REPORT LPC Channel Deepening Project Review and summary of coastal process effects Prepared for Prepared by Date Job Number 31791.v2 A7-1 Distribution: (FILE) PDF 1 copy
More informationDepartment for Environment Food & Rural Affairs (DEFRA)
Department for Environment Food & Rural Affairs (DEFRA) Lappel Bank and Fagbury Flats Compensatory Measures: Phase - Detailed Hydrodynamic Modelling of Proposed Wallasea Island North Bank Realignment Scheme.
More informationDorset MSP Evidence Base 18 th February Ness Smith C-SCOPE Project Officer
Dorset MSP Evidence Base 18 th February 2011 Ness Smith C-SCOPE Project Officer Sectoral Topic Papers MMA Description document gives an overview of the area, it s physical and human influences 20 Topic
More informationCuyama Basin North Fork Vineyard
Cuyama Basin North Fork Vineyard Company Background plus Data Insights to Support GSP Development for the Cuyama Basin Presented by Grapevine Capital Partners and Cleath-Harris Geologists April 26th, 2018
More informationSHORELINE AND BEACH PROCESSES: PART 2. Implications for Coastal Engineering
SHORELINE AND BEACH PROCESSES: PART 2 Implications for Coastal Engineering Objectives of the lecture: Part 2 Show examples of coastal engineering Discuss the practical difficulties of ocean engineering
More informationPurbeck Coast Proposed Marine Conservation Zone
Purbeck Coast Proposed Marine Conservation Zone LB The Purbeck Coast (incorporating intertidal features between Broad Bench and Kimmeridge Bay) has been proposed as a Marine Conservation Zone (pmcz) as
More informationSubcommittee on Sedimentation Draft Sediment Analysis Guidelines for Dam Removal
Subcommittee on Sedimentation Draft Sediment Analysis Guidelines for Dam Removal August 4, 2011 Jennifer Bountry, M.S., P.E. Tim Randle, M.S., P.E., D.WRE. Blair Greimann, Ph.D., P.E. Sedimentation and
More informationStrategies for managing sediment in dams. Iwona Conlan Consultant to IKMP, MRCS
Strategies for managing sediment in dams Iwona Conlan Consultant to IKMP, MRCS 1 Sediment trapping by dams Active storage capacity Dead storage coarse material (bed load) Fine materials (suspension) Francis
More informationSUSTAINABLE SEDIMENT MANAGEMENT
SUSTAINABLE SEDIMENT MANAGEMENT Shaping our world A company of OUR EXPERTISE Sediments can make or break a Project Numerous examples of dams and reservoirs can be found throughout the world whose live
More informationThank you for consulting Historic England via the MMO s Marine Case Management System on 30 th August 2017.
Mr David Morris Marine Management Organisation Lancaster House, Hampshire Court, Newcastle Upon Tyne NE4 7YH Our ref: Your ref: Telephone: DHB/GS/Agg MLA/2016/00227 07798 653897 (Advice issued via MCMS)
More informationDam Removal Analysis Guidelines for Sediment
A review of: Dam Removal Analysis Guidelines for Sediment Joe Rathbun (Retired) rathbunj@sbcglobal.net Some Potential Sediment Issues Reservoir restoration Downstream water quality Downstream deposition
More informationSubtidal permanently flooded with tidal water. Irregularly exposed surface exposed by tides less often than daily
Types of Wetlands Tidal Systems COASTAL WETLAND ECOSYSTEMS Tidal Salt Marshes Tidal Freshwater Marshes Mangrove Wetlands Tidal Estuarine Wetland 1 Definition and Formation of Estuaries u Estuary : partially
More informationTypes of Wetlands. Tidal Systems
Types of Wetlands Tidal Systems 1 COASTAL WETLAND ECOSYSTEMS Tidal Salt Marshes Tidal Freshwater Marshes Mangrove Wetlands 2 Tidal Estuarine Wetland 3 Definition and Formation of Estuaries Estuary: : partially
More informationRedwood City Harbor, California, Navigation Improvement Feasibility Study. Appendix D. Geotechnical Engineering. DRAFT April 2015
1 Redwood City Harbor, California, Navigation Improvement Feasibility Study Appendix D Geotechnical Engineering DRAFT April 2015 2 Contents 1 Purposes of Report... 3 2 Background... 3 3 References and
More informationSediments in a changing Environment Ecological implications of dredging and relocation in the Elbe estuary Günther Eichweber, WSD-Nord
Sediments in a changing Environment Ecological implications of dredging and relocation in the Elbe estuary Günther Eichweber, WSD-Nord 2011-04-07 S1 Basic problem: sediment budget out of equilibrium 2011-04-07
More informationRelatively little hard substrate occurs naturally in the
CHAPTER FIVE Rock Habitats Relatively little hard substrate occurs naturally in the estuary, owing mainly to the vast quantities of fine sediment that have been deposited by the rivers. Rock habitat is
More informationSUSTAINABLE SEDIMENT MANAGEMENT IN THE UK
Presentation for Tidal River Elbe Conference 6-7 November 2006 in Hamburg: Integration von Verkehrlicher Nutzung und Umweltzielen an der Tideelbe. Hamburg Port Authority and Wasser-und Schiff-fahrtsdirection
More informationSediment Transport Modelling of Proposed Maintenance Dredging of the Outer and Inner Berths at the Aughinish Marine Terminal, Shannon Estuary
Sediment Transport Modelling of Proposed Maintenance Dredging of the Outer and Inner Berths at the Aughinish Marine Terminal, Shannon Estuary Prepared for Malachy Walsh & Partners On behalf of Aughinish
More informationRegional-scale understanding of the geologic character and sand resources of the Atlantic inner continental shelf, Maine to Virginia
Regional-scale understanding of the geologic character and sand resources of the Atlantic inner continental shelf, Maine to Virginia Workshop on Dredging, Beach Nourishment and Bird Conservation Atlantic
More informationLinking the value of ocean space and marine ecosystem to coastal reclamation planning: A case study of Xiamen
Linking the value of ocean space and marine ecosystem to coastal reclamation planning: A case study of Xiamen Benrong Peng, PhD Coastal and Ocean Management Institute, Xiamen University (COMI) Nov. 20,
More informationSediment management: a european perspective. Piet den Besten Centre for Water Management Rijkswaterstaat, Netherlands
Sediment management: a european perspective Piet den Besten Centre for Water Management Rijkswaterstaat, Netherlands Content Background of Dutch-German exchange (DGE plus) What is needed for adequate sediment
More informationPOOLE BAY NEARSHORE REPLENISHMENT TRIAL. Abstract
POOLE BAY NEARSHORE REPLENISHMENT TRIAL Travis Mason 1, Matthew Linham 2, Steve Pearce 3, David Robson 4, Neil Watson 5 and Jon Evans 1 Abstract The paper describes the results of the first nearshore beach
More informationUse of benthic invertebrate biological indicators in evaluating sediment deposition impairment on the Middle Truckee River, California
Use of benthic invertebrate biological indicators in evaluating sediment deposition impairment on the Middle Truckee River, California David B. Herbst Sierra Nevada Aquatic Research Laboratory University
More informationTarbela Dam in Pakistan. Case study of reservoir sedimentation
Tarbela Dam in Pakistan. HR Wallingford, Wallingford, UK Published in the proceedings of River Flow 2012, 5-7 September 2012 Abstract Reservoir sedimentation is a main concern in the Tarbela reservoir
More informationBEFORE THE ENVIRONMENTAL PROTECTION AUTHORITY AT WELLINGTON
BEFORE THE ENVIRONMENTAL PROTECTION AUTHORITY AT WELLINGTON IN THE MATTER of the Exclusive Economic Zone and Continental Shelf (Environmental Effects) Act 2012 (EEZ Act) AND IN THE MATTER BETWEEN AND AND
More informationSediment Traps. CAG Meeting May 21, 2012
Sediment Traps CAG Meeting May 21, 2012 Agenda Background Fundamentals of Sediment Transport Sediment Trap Existing Information Next Steps 2 The Site Saginaw River 22 mile river beginning at confluence
More informationSwift Creek Sediment Management Action Plan (SCSMAP)
Swift Creek Sediment Management Action Plan (SCSMAP) PHASE 2 PROJECT PLAN PROPOSAL Whatcom County Public Works Department 322 N. Commercial Street, Suite 210 Bellingham, WA 98225 (360) 676-6692 June 2013
More informationworking today for nature tomorrow The practical implementation of marine spatial planning - understanding and addressing cumulative effects
Report Number 599 The practical implementation of marine spatial planning - understanding and addressing cumulative effects English Nature Research Reports working today for nature tomorrow English Nature
More informationcoastalmanagement Wriggle Porirua Harbour Intertidal Sediment Monitoring 2010/11
coastalmanagement Porirua Harbour Intertidal Sediment Monitoring 2010/11 Prepared for Greater Wellington Regional Council June 2011 Porirua Harbour Onepoto Arm - lower estuary. Porirua Harbour Intertidal
More informationAPPENDIX O. Sediment Modeling of Dredging off Lelu Island, Prince Rupert, BC Canada, and Disposal of Dredgate at Brown Passage
APPENDIX O Sediment Modeling of Dredging off Lelu Island, Prince Rupert, BC Canada, and Disposal of Dredgate at Brown Passage Sediment Modeling of Dredging off Lelu Island, Prince Rupert, BC Canada, and
More informationBirecik Dam & HEPP Downstream River Arrangement R. Naderer, G. Scharler Verbundplan GmbH, 5021 Salzburg, Austria
Birecik Dam & HEPP Downstream River Arrangement R. Naderer, G. Scharler Verbundplan GmbH, 5021 Salzburg, Austria e-mail: scharlerg@verbund.co.at Abstract Birecik Dam & HEPP on the Euphrates river in Turkey
More informationINTEGRATED COASTAL SEDIMENT MANAGEMENT AT PHYSIOGRAPHIC UNIT SCALE, AN APPLICATION IN VERSILIA LITTORAL (TUSCANY, ITALY)
INTEGRATED COASTAL SEDIMENT MANAGEMENT AT PHYSIOGRAPHIC UNIT SCALE, AN APPLICATION IN VERSILIA LITTORAL (TUSCANY, ITALY) Damiano Scarcella (Msc) Sergio Cappucci (PhD) Andrea Taramelli (PhD) OUTLINE Sediment
More informationReactivation of Klingnau reservoir sidearm: Numerical simulation of sediment release downstream
River Flow 2014 Schleiss et al. (Eds) 2014 Taylor & Francis Group, London, ISBN 978-1-138-02674-2 Reactivation of Klingnau reservoir sidearm: Numerical simulation of sediment release downstream A. Amini
More informationAppendix I. Dredged Volume Estimates. Draft Contractor Document: Subject to Continuing Agency Review
Appendix I Dredged Volume Estimates Draft Contractor Document: Subject to Continuing Agency Review Interoffice Correspondence Date: April 6, 2007 To: L. Bossi (WHI) Copy: S. Thompson (WHI), B. Fidler (NNJ)
More informationDynamic preservation of the coastline
Dynamic preservation of the coastline Content Introduction The Dutch coastal defence by dynamic processes Data collection Management of the sand resources Growing importance of marine sand and gravel resources
More informationHabitat Mapping in The Hauraki Gulf Marine Park. Dan Breen
Habitat Mapping in The Hauraki Gulf Marine Park Dan Breen Outline 1. Intro Habitat mapping 2. Coastal marine habitats and marine protected areas in the New Zealand Territorial Sea: a broad scale gap analysis
More informationMORPHODYNAMIC PROCESSES IN ESTUARIES COMPARISON OF MARINE AND LIMNIC TIDAL FLATS
MORPHODYNAMIC PROCESSES IN ESTUARIES COMPARISON OF MARINE AND LIMNIC TIDAL FLATS Thorsten Albers 1, Dagmar Much 2, Nino Ohle 2, Nicole von Lieberman 1, Eva Falke 1 Tidal flat areas in estuaries are affected
More information3. MARINE HABITAT RESTORATION
Feasibility Study for Restoration of Titlow Lagoon Fish Passage South Puget Sound Salmon Enhancement Group 3. MARINE HABITAT RESTORATION Marine habitat restoration at Titlow Park could include restoration
More informationResponse to Section 92 RMA Request for Further Information - Donald Rodee, Matahui Peninsula -RM
PO Box 364 Whakatane 3158 Attention: Jill Owen Dear Jill Response to Section 92 RMA Request for Further Information - Donald Rodee, Matahui Peninsula -RM16-0068 1 Introduction Donald Rodee ( the applicant
More informationMonitoring of sediment dynamics during disposal of dredged harbour sediment in Port of Esbjerg, Denmark
Monitoring of sediment dynamics during disposal of dredged harbour sediment in Port of Esbjerg, Denmark Ulrik Lumborg, DHI Jacob Vested, DHI Signe Marie Ingvardsen, Kystdirektoratet Agenda Port of Esbjerg
More informationSediment Transport and Strata Formation in the Adriatic Sea
Sediment Transport and Strata Formation in the Adriatic Sea Wayne R. Geyer James D. Irish Peter A. Traykovski Woods Hole Oceanographic Institution Woods Hole, MA 02543 Tel. (508) 289-2868, Fax: (508) 457-2194,
More informationInfluence of the Major Drainages to the Mississippi River and Implications for System Level Management
Influence of the Major Drainages to the Mississippi River and Implications for System Level Management Brian M. Vosburg Geologist Louisiana Coastal Protection and Restoration Authority brian.vosburg@la.gov
More informationEffects of possible land reclamation projects on siltation in the Rotterdam harbour area. A model study.
Effects of possible land reclamation projects on siltation in the Rotterdam harbour area. A model study. J.M. de Kok
More informationLittle Swan Lake. Dam Inspection & Siltation Study Prepared By: William Klingner, P.E., CFM October 28, 2018
Little Swan Lake Dam Inspection & Siltation Study Prepared By: William Klingner, P.E., CFM October 28, 2018 Agenda Little Swan Lake Dam Inspection Theoretical Little Swan Lake Siltation Rate Calculations
More informationB805 TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES - OPSS 805
B805 MEASURES - OPSS 805 805.1 GENERAL Construction activities frequently remove protective cover and expose soil to accelerated rates of erosion. Sediments generated thereby can be conveyed via runoff
More informationTechnical Review of Pak Beng Hydropower Project (1) Hydrology & Hydraulics and (2) Sediment Transport & River Morphology
Technical Review of Pak Beng Hydropower Project (1) Hydrology & Hydraulics and (2) Sediment Transport & River Morphology The 2 nd Regional Stakeholder Forum The Pak Beng Hydropower Project 5 th May 2017
More informationEAGLES NEST AND PIASA ISLANDS
EAGLES NEST AND PIASA ISLANDS HABITAT REHABILITATION AND ENHANCEMENT PROJECT MADISON AND JERSEY COUNTIES, ILLINOIS ENVIRONMENTAL MANAGEMENT PROGRAM ST. LOUIS DISTRICT FACT SHEET I. LOCATION The proposed
More informationParticle Tracking Model Data Analysis Tools Part 2: Capabilities in SMS
ERDC TN-DOER-D16 Particle Tracking Model Data Analysis Tools Part 2: Capabilities in SMS by Zeki Demirbilek, Tahirih Lackey, and Alan K. Zundel PURPOSE: A number of new analysis methods and tools have
More informationAquatic Sediment Sampling and Analyses
Aquatic Sediment Sampling and Analyses Richard B. Shepard, Ph.D. March 16, 2011 Introduction Collecting sediment samples for analysis of contaminants particularly in river systems is not just a matter
More informationFate of historic metal releases from the Coeur d Alene mining district Northern Idaho
Fate of historic metal releases from the Coeur d Alene mining district Northern Idaho Stephen E. Box US Geological Survey U.S. Metal Production Coeur d'alene, ID Butte, MT Tintic-East Tintic, UT Ag (10
More informationSubmarine Debris flow Project Proposal to Force August 2018/v1.02
Submarine Debris flow Project Proposal to Force August 2018/v1.02 Summary The main objective of the Submarine Debris Flow study is to implement the concept of debris flow in the MassFlow3DÔ code as an
More informationTypes of intertidal communities
Between the tides Marine ecosystems 1 Intertidal Delimited by the highest high tide and the lowest low tides marks The best studied and best-understood by humans Relatively easy to sample compared to other
More informationSand Storage Dams Performance, cost-efficiency, working principles and constraints
Copyright by Josep de Trincheria Copyright by Josep de Trincheria Copyright by Josep de Trincheria Copyright by Josep de Trincheria Sand Storage Dams Performance, cost-efficiency, working principles and
More informationAnnex 29. Sediment Transport with the Danube River Flow and Sedimentation Rates along the Danube- Black Sea Navigation Route
Annex 29 Sediment Transport with the Danube River Flow and Sedimentation Rates along the Danube- Black Sea Navigation Route The transport of sediments with the Danube River flow is the key factor shaping
More informationThe Imperative of Sediment Management Concepts in River Basin Management Plans
The Imperative of Sediment Management Concepts in River Basin Management Plans Stefan Vollmer, Thomas Hoffmann, Gudrun Hillebrand, Ina Quick, Axel Winterscheid Department M3 Groundwater, Geology, River
More information7.34 Spartina (Spartina anglica)
7.34 Spartina (Spartina anglica) Why is it a threat? Spartina is a sward forming grass that originates from the United Kingdom. It grows from underground rhizomes. The rhizomes break off and establish
More informationThree-Dimensional Numerical Modeling of Sediment Transport For Coastal Engineering Projects in British Columbia, Canada
Three-Dimensional Numerical Modeling of Sediment Transport For Coastal Engineering Projects in British Columbia, Canada David B. Fissel ASL Environmental Sciences Inc. Victoria, BC, V8M 1Z5, Canada, dfissel@aslenv.com
More informationSource Control Early Action Focused Feasibility Study
Source Control Early Action Focused Feasibility Study Empirical Mass Balance Model Results or the Lower Passaic River Edward A. Garvey, PhD, PG Malcolm Pirnie, Inc. Remedial Options Workgroup Meeting June
More informationSW Florida Escarpment Mapping Area
Overview NOAA s Okeanos Explorer (EX) Program plans to conduct systematic mapping and telepresence-enabled ROV explorations in the Gulf of Mexico during Spring 2014. In 2011, the EX conducted mapping operations
More informationA hydro-sedimentological view of the Samarco disaster, focusing in the Rio Doce estuary and adjacent coastal zone
A hydro-sedimentological view of the Samarco disaster, focusing in the Rio Doce estuary and adjacent coastal zone Paulo Cesar Colonna Rosman Area of Coastal & Oceanographic Engineering Depart. Water Resources
More informationEstimated Sediment Volume: Bridge Street Dam Impoundment, Royal River, Yarmouth, Maine
University of Southern Maine USM Digital Commons Publications Casco Bay Estuary Partnership (CBEP) 2015 Estimated Sediment Volume: Bridge Street Dam Impoundment, Royal River, Yarmouth, Maine Stantec Follow
More informationA part of BMT in Energy and Environment Western Basin Dredge Plume Monitoring and Model Validation
A part of BMT in Energy and Environment Western Basin Dredge Plume Monitoring and Model Validation R.B18539.001.00.PlumeMonitoringValidation.doc September 2011 Western Basin Dredge Plume Monitoring and
More informationSecuring Manoeuverability of a Deep Draft Ship in a Sediment loaded Tidal River Berth
Securing Manoeuverability of a Deep Draft Ship in a Sediment loaded Tidal River Berth O. Stoschek 1, A. Matheja 1 & C. Zimmermann 1 1 Franzius-Institute for Hydraulic, Waterways and Coastal Engineering,
More informationAppendix G.19 Hatch Report Pacific NorthWest LNG Lelu Island LNG Maintenance Dredging at the Materials Offloading Facility
Appendix G.19 Hatch Report Pacific NorthWest LNG Lelu Island LNG Maintenance Dredging at the Materials Offloading Facility Project Memo H345670 To: Capt. David Kyle From: O. Sayao/L. Absalonsen December
More informationMuck. Kevin Henderson, P.E. Evergreen Engineering, Inc. Presentation to Rivers Coalition 9/29/16
Muck Kevin Henderson, P.E. Evergreen Engineering, Inc. Presentation to Rivers Coalition 9/29/16 LITERATURE REVIEW Schropp (1994) defined muck sediments as sediment with greater than 60% silts and clays,
More informationMonitoring of suspended sediment concentration in discharge from regulated lakes in glacial deposits
Erosion and Sediment Transport Monitoring Programmes in River Basins (Proceedings of the Oslo Symposium, August 1992). IAHS Publ. no. 210, 1992. 269 Monitoring of suspended sediment concentration in discharge
More informationCHAPTER 126 ^^^C^SR, SEDIMENTATION STUDIES ON THE NIGER RIVER DELTA
CHAPTER 126 SEDIMENTATION STUDIES ON THE NIGER RIVER DELTA Ramiro Mayor-Mora, D. Eng. (1) Preben Mortensen, M.Sc. (2) Jorgen Fredsoe, M.Sc. (2) 1. Introduction An area of the Niger River Delta was studied
More informationCoring and sediment sampling
Coring and sampling Principle: In order to ground-truth geophysical data, it is necessary to obtain a sample of the seabed. There are two main techniques available for sampling unconsolidated s : (1) seabed
More informationRED LIST OF EUROPEAN HABITATS. Marine Results Presentation 24 th May, 2016
RED LIST OF EUROPEAN HABITATS Marine Results Presentation 24 th May, 2016 Geographical scope of the project Habitat Typology One typology for marine and terrestrial At the same time... revision of EUNIS
More informationPrediction of changes in tidal system and deltas at Nakdong estuary due to construction of Busan new port
Prediction of changes in tidal system and deltas at Nakdong estuary due to construction of Busan new port H. Gm1 & G.-Y. park2 l Department of Civil & Environmental Engineering, Kookmin University, Korea
More informationModule 4: Overview of the Fundamentals of Runoff and Erosion
Module 4: Overview of the Fundamentals of Runoff and Erosion Module 4a Goal Once we can better understand the forces which cause erosion and runoff, only then can we begin to minimize the negative results.
More informationFlood Risk Mapping and Forecasting in England
Flood Risk Mapping and Forecasting in England Mark Franklin Environment Agency, England NORDESS Workshop on Risk Assessment and Acceptable Risk Outline Flood risk in England Who we are and how we work
More informationWatershed concepts for community environmental planning
Purpose and Objectives Watershed concepts for community environmental planning Dale Bruns, Wilkes University USDA Rural GIS Consortium May 2007 Provide background on basic concepts in watershed, stream,
More informationEBRO DELTA WORK PLAN
EBRO DELTA Third Workshop on Flood Risk and Danube Delta, September 2011 Albert Rovira & Carles Ibáñez IRTA-Aquatic Ecosystems 0 Ebro Delta Work Plan Main aim is to mitigate the effects of sediment imbalance
More information