1
Bathymetry Flow input Wind Tide Met. data Current Depth surveys Charts Salinity/Temp Shoreline Classification / rule based & numerical models Time Scale millennia centuries decades years seasons days hours seconds 0.1 1 10 100 Length Scale (km) Flocculation and re- suspension Tides / Estuarine Turbidity Maximum (ETM) Morphology/ bathymetry Cascading spatial and temporal scales of coastal processes 2 1. Drawn from Capacity Development activities from 2006 to 2010 involving member states of UNESCO Intergovernmental Oceanographic Commission (IOC). These included the input on capacity development needs by 50+ national marine institute and government directors from all countries of the Western Indian Ocean region (East Africa) with the exception of Somali. 2. Cowell, P., Thom, B., 1997. Morphodynamics of coastal evolution, in: Carter, R.W.G., Woodroffe, C.D. (Eds.), Coastal Evolution: Late Quaternary Shoreline Morphodynamics. Cambridge University Press, Cambridge, pp. 33-86. 3. Spencer, T. and Reed, D.J., 2010. Estuaries. In Burt, T. and Allison, R.(eds.) Sediment Cascades: an Integrated Approach. Chichester, United Kingdom, Wiley-Blackwell, pp. 403- 432. Introduction Acknowledgements a Cambridge Coastal Research Unit (CCRU) / Department of Geography, University of Cambridge, CB2 3EN, United Kingdom Correspondence: [email protected] Website: www.ccru.geog.cam.ac.uk/ b School of Marine and Coastal Sciences, Eduardo Mondlane University (ESCMC-UEM), Mozambique Website: www.marine.uem.mz Understanding macro-tidal estuaries: data driven versus modelling approaches Stefano Mazzilli a , Iris Möller a , Tom Spencer a , Noca Furaca b and Antonio Hoguane b References Contacts We wish to acknowledge the following for making this research possible: - UEM, Mozambique for supporting all fieldwork - Dept. Of Geography and Fitzwilliam College of the University of Cambridge, for travel awards - Cartography Unit of the Dept. of Geography for digitisation and GIS development (www.geog.cam.ac.uk/facilities/cartography/) - Gabriel Amable of the Dept. of Geography for dGPS support - UNESCO Intergovernmental Oceanographic Commission for initial project development (www.ioc-cd.org/) - Jason Antenucci and CWR for technical support on hydrodynamic monitoring and modelling (www.cwr.uwa.edu.au/) Data collected Erosion - Maputo, Mozambique Sewerage treatment - Mombasa, Kenya Waste water outfalls Zanzibar, Tanzania Ports Mombasa harbour, Kenya Artisanal fishing - Kiribi, Cameroon Magroves - Lamu, Kenya Aquaculture - Quelimane, Mozambique Management priorities for African marine and coastal institutes 1 : Environmental Impact Assessments Water quality Impacts of Climate Change, storm surge, flooding and erosion Sediment transport, channel dredging Oil spill simulation Design of infrastructure - jetties, ports Marine outfall and, thermal plume Ballast water management, larval transport Max load/carrying capacity assessments Phenomena of interest in estuarine processes Tidal current asymmetry Salt wedge dynamics Tidal wave modification Estuarine bathymetry Residual circulation Density, stability / turbulence Sedimentation, re-suspension, entrainment River discharge and sediments Water and sediment exchange with ocean River Estuary Ocean /Ext Turbidity / ETM dynamics (location/con.) Site and classification Low cost sea level gauges Short (1mth or 1yr) implementation Accuracy acceptable for broad range of applications Tide predictions have long term validity Low cost equipment enables repeat, economic bathymetric surveys Rapid survey (1wk) Greater temporal resolution through repeat surveys Coarse level data acceptable for multiple applications dGPS gives highly accurate data and benchmarks for future studies, e.g. morphological change / sea level change Rapid (1m) and cost effective with in- country surveyors Important for macro- tidal deltaic systems Future work 3D Model e.g. ELCOM Rule based models State of the art hydrodynamic model Framework development e.g. Salinity exchange box model used in LOICZ budgets (inputY)+ (outputY) + Y =0 Sea River Comparative analysis at various temporal and seasonal scales: - System characterisation - Management scenarios - Output uncertainty Baseline data collection of physical data sets supporting understanding of key phenomena, and management decision making. Sea level, bathymetry and dGPS data are highlighted below. Coastal zones and estuaries provide ecosystem services at local, national, and international levels. The sustainable provisioning of ecosystem services requires broadly impacting and costly regulatory actions, using available scientific resources. Developing countries face additional challenges: Rapid urbanisation (pressure on coastal resources) Limited resources for scientific study Significant opportunity cost in choosing one research activity over another, or over other development priorities Scientific challenges are faced in the investigation of, and transfer of knowledge for, such systems. These arise from: The complex cascading nature of hydro- geomorphologic processes Transfer of knowledge from well studied estuarine systems to very different and understudied systems in the “global south” A “top down” or “rule-based” conceptual modelling approach 3 is proposed to: To provide a framework to guide the initial scientific investigation • then, to guide further higher resolution “bottom up” studies, taking full advantage of the recent improvements in data collection and investigation methodologies. However, the additional management value obtained by using alternative approaches needs to be adequately quantified. This project focuses on a poorly studied macro-tidal estuary of central Mozambique and has the following aims: Aim 1: Develop existing rule-based hydro-morphological characterisations of estuarine functioning and use them for the prediction of key estuarine characteristics Aim 2. Quantify the uncertainty associated with the rule-based analysis/classification schemes, by comparing outputs with the best practice numerical modelling outputs, and with data collected empirically Aim 3. Develop a framework for the application of rule-based analysis/classification schemes, and for the prioritisation of data collection for both the rule-based and hydrodynamic modelling methodologies Managers at Bons Sinais estuary face similar problems to others in the region 1 , a few of which are highlighted in the map below. The location of sampling sites is also shown for current meters (green), sea level (purple) and tributary flow data (blue) data collection. Towards the first project aim, a review is underway of existing rule-based analysis and classification schemes that quantify hydro-morphological characteristics of estuaries, applicable to management decision making. Preliminary classification of the system is included in the table below. Sea level (pressure sensor) Bathymetry (echo sounder survey with light vessel) Shoreline and height datums (differential GPS) Classification type examples Preliminary classification of Bons Sinais (Additional analysis of recent wet season data required to confirm classifications) Morphological classification Genetic: Primary estuary, tide / river dominated Shoreline type: delta front shoreline type Process based classification (dominant forcing function) Tide dominated estuary throughout the year (large tidal range of 4.65m), river dominated during flood periods*. Comparatively low wave energy, sheltered elongated estuarine shape, salinity brackish to marine). Salinity dynamics (mixing type) Partially mixed to well mixed throughout the year with a salt wedge high in the tributaries, moving to estuary during peak flow of wet season Sediment dynamics High sediment loads during intense flood peak Higher scale classification of sub components Further spatial data required for such classification. Any wave domination at the mouth (1) would be dramatically reduced due to the sheltered channel, and would therefore be classified as a more river dominated central (2) and upper zone (3) that changes relative magnitude with freshwater input. Homogenous units for management in EU WFD and USA CWA typologies Classification zones throughout estuary changes from seawater(>25 ppm) to mixing(0.5-25 ppm) to tidal fresh(0-0.5 ppm) during peak flows* C C R U ESCMC

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Page 1: Understanding macro-tidal estuaries: data driven versus ...€¦ · Shoreline Classification / rulebased & numericalmodels Time Scale millennia centuries decades years seasons days

Bathymetry

Flow input

Wind

Tide

Met. data

Current

Depth surveysCharts

Salinity/Temp

Shoreline

Classification / rule based& numerical models

Time Scale

millennia

centuries

decades

years

seasons

days

hours

seconds

0.1 1 10 100

Length Scale (km)

Flocculation and re-suspension

Tides / Estuarine Turbidity Maximum (ETM)

Morphology/

bathymetry

Cascading spatial and temporal scales of coastal processes2

1. Drawn from Capacity Development activities from 2006 to 2010 involving member states of UNESCO Intergovernmental Oceanographic Commission (IOC). These included the input oncapacity development needs by 50+ national marine institute and government directors from all countries of the Western Indian Ocean region (East Africa) with the exception of Somali.

2. Cowell, P., Thom, B., 1997. Morphodynamics of coastal evolution, in: Carter, R.W.G., Woodroffe, C.D. (Eds.), Coastal Evolution: Late Quaternary Shoreline Morphodynamics. Cambridge University Press, Cambridge, pp. 33-86.

3. Spencer, T. and Reed, D.J., 2010. Estuaries. In Burt, T. and Allison, R.(eds.) Sediment Cascades: an Integrated Approach. Chichester, United Kingdom, Wiley-Blackwell, pp. 403-432.

Introduction

Acknowledgementsa Cambridge Coastal Research Unit (CCRU) / Department of Geography,

University of Cambridge, CB2 3EN, United Kingdom Correspondence: [email protected]: www.ccru.geog.cam.ac.uk/

b School of Marine and Coastal Sciences, Eduardo Mondlane University (ESCMC-UEM), Mozambique

Website: www.marine.uem.mz

Understanding macro-tidal estuaries: data driven versus modelling approachesStefano Mazzillia, Iris Möllera, Tom Spencera, Noca Furacab and Antonio Hoguaneb

ReferencesContactsWe wish to acknowledge the following for making this research possible:- UEM, Mozambique for supporting all fieldwork- Dept. Of Geography and Fitzwilliam College of the University of Cambridge, for travel awards- Cartography Unit of the Dept. of Geography for digitisation and GIS development

(www.geog.cam.ac.uk/facilities/cartography/)- Gabriel Amable of the Dept. of Geography for dGPS support- UNESCO Intergovernmental Oceanographic Commission for initial project development

(www.ioc-cd.org/)- Jason Antenucci and CWR for technical support on hydrodynamic monitoring and modelling

(www.cwr.uwa.edu.au/)

Data collected

Erosion - Maputo, Mozambique

Sewerage treatment - Mombasa, Kenya

Waste water outfalls –Zanzibar, Tanzania

Ports – Mombasa harbour, Kenya

Artisanal fishing -Kiribi, Cameroon

Magroves -Lamu, Kenya

Aquaculture -Quelimane, Mozambique

Management priorities for African marine and coastal institutes1:

• Environmental Impact Assessments• Water quality • Impacts of Climate Change, storm surge,

flooding and erosion• Sediment transport, channel dredging• Oil spill simulation• Design of infrastructure - jetties, ports• Marine outfall and, thermal plume • Ballast water management, larval transport• Max load/carrying capacity assessments

Phenomena of interest in estuarine processes

Tidal currentasymmetry

Salt wedgedynamics

Tidal wavemodification

Estuarine bathymetry

Residual circulation

Density,stability /

turbulence

Sedimentation,re-suspension,

entrainment

River dischargeand sediments

Water and sedimentexchange with ocean

River Estuary Ocean/Ext

Turbidity /ETM dynamics(location/con.)

Site and classification

• Low cost sea levelgauges • Short (1mth or 1yr)implementation• Accuracyacceptable for broad range of applications• Tide predictionshave long term validity

• Low cost equipment enables repeat,economicbathymetric surveys• Rapid survey (1wk)• Greater temporal resolution throughrepeat surveys• Coarse level dataacceptable formultiple applications

• dGPS gives highlyaccurate data and benchmarks for future studies, e.g.morphological change/ sea level change• Rapid (1m) and cost effective with in-country surveyors• Important for macro-tidal deltaic systems

Future work

3D Model

e.g. ELCOM

Rule based models

State of the art hydrodynamic model

Frameworkdevelopment

e.g. Salinity exchange box model used in LOICZ budgets

�(inputY)+ �(outputY)+ �Y =0

SeaRiver

Comparative analysis atvarious temporal and seasonal scales:- System characterisation- Management scenarios- Output uncertainty

Baseline data collection of physical data sets supporting understanding of key phenomena, and management decisionmaking. Sea level, bathymetry and dGPS data are highlighted below.

Coastal zones and estuaries provide ecosystem services at local, national, and international levels.The sustainable provisioning of ecosystem services requires broadly impacting and costly regulatory actions, using available scientific resources.Developing countries face additional challenges: • Rapid urbanisation (pressure on coastal resources)• Limited resources for scientific study • Significant opportunity cost in choosing oneresearch activity over another, or over other development priorities

Scientific challenges are faced in the investigation of, and transfer of knowledge for, such systems. These arise from:• The complex cascading nature of hydro-geomorphologic processes• Transfer of knowledge from well studied estuarine systems to very different and understudied systemsin the “global south”

A “top down” or “rule-based” conceptual modellingapproach3 is proposed to:• To provide a framework to guide the initial scientificinvestigation• then, to guide further higher resolution “bottom up” studies, taking full advantage of the recent improvements in data collection and investigationmethodologies.

However, the additional management value obtainedby using alternative approaches needs to beadequately quantified.

This project focuses on a poorly studied macro-tidal estuary of centralMozambique and has the following aims:Aim 1: Develop existing rule-based hydro-morphologicalcharacterisations of estuarine functioning and use them for the prediction of key estuarine characteristics

Aim 2. Quantify the uncertainty associated with the rule-based analysis/classification schemes, by comparing outputs with the best practice numerical modelling outputs, and with data collected empirically

Aim 3. Develop a framework for the application of rule-based analysis/classification schemes, and for the prioritisation of data collection for both the rule-based and hydrodynamic modelling methodologies

Managers at Bons Sinais estuary face similar problems to others in the region1, a few of which are highlighted in the map below. The location of sampling sites is also shown for current meters (green), sea level (purple) and tributary flow data (blue) data collection. Towards the first project aim, a review is underway of existing rule-based analysis and classification schemes that quantify hydro-morphological characteristics of estuaries, applicable to management decision making. Preliminary classification of the system is included in the table below.

Sea level (pressure sensor)

Bathymetry (echo sounder survey with light vessel)

Shoreline and height datums (differential GPS)

Classification type examples

Preliminary classification of Bons Sinais (Additional analysis of recent wet season data required to confirm classifications)

Morphological classification

Genetic: Primary estuary, tide / river dominatedShoreline type: delta front shoreline type

Process based classification (dominant forcing function)

Tide dominated estuary throughout the year (large tidal range of 4.65m), riverdominated during flood periods*.Comparatively low wave energy, sheltered elongated estuarine shape, salinitybrackish to marine).

Salinity dynamics(mixing type)

Partially mixed to well mixed throughout the year with a salt wedge high in the tributaries, moving to estuary during peak flow of wet season

Sediment dynamics High sediment loads during intense flood peak

Higher scale classification of sub components

Further spatial data required for such classification. Any wave domination at the mouth (1) would be dramatically reduced due to the sheltered channel, and would therefore be classified as a more river dominated central (2) and upper zone (3) that changes relative magnitude with freshwater input.

Homogenous units for management in EU WFD and USACWA typologies

Classification zones throughout estuary changes from “seawater” (>25 ppm) to “mixing” (0.5-25 ppm) to “tidal fresh” (0-0.5 ppm) during peak flows*

C C R U ESCMC