• Non ci sono risultati.

An ecogeomorphic model of tidal channel initiation and elaboration in progressive marsh accretional contexts

N/A
N/A
Protected

Academic year: 2021

Condividi "An ecogeomorphic model of tidal channel initiation and elaboration in progressive marsh accretional contexts"

Copied!
7
0
0

Testo completo

(1)

pose of supplementing the main scientific contents and out-comes of the paper.

1Department of Civil, Environmental and Mechanical Engineering, University of Trento, Trento, Italy.

2School of Geography, Queen Mary, University of London, London, UK.

3Department of Civil, Environmental and Architectural Engineering, University of Padua, Padua, Italy.

4Department of Geosciences, University of Padua, Padua, Italy.

Copyright 2015 by the American Geophysical Union. 0148-0227/15/$9.00

(2)
(3)

HydrodynamicOprocesses

SedimentOtransportOprocesses

BedOevolution

IsOΔζO≥OΔζ

refO

?

UpdateOofObedOelevation

YES

NO

Eco-m

orph

odynam

icOfeedback

PlantOdrag

ParticleOcapture

OrganicOproduction

BedOlevelsOmultipliedOby

MO=OΔζ

ref

O/OΔζ

max

NoOmorphologicalO

acceleration

(4)

10

20

30

40

50

60

70

80

90

100

0

10

20

30

40

50

60

70

80

90

100

Time)[years]

Morphological)factor)M

0

/ab:)No)vegetation);)C

0

))=)0)mg/l

/bb:)Vegetation)typej1);)C

0

))=)0)mg/l

/cb:)Vegetation)typej2);)C

0

))=)0)mg/l

/db:)No)vegetation);)C

0

))=)25)mg/l

/eb:)Vegetation)typej1);)C

0

))=)25)mg/l

/fb:)Vegetation)typej2);)C

0

))=)25)mg/l

/gb:)No)vegetation);)C

0

))=)50)mg/l

/hb:)Vegetation)typej1);)C

0

))=)50)mg/l

/ib:)Vegetation)typej2);)C

0

))=)50)mg/l

/jb:)No)vegetation);)C

0

))=)100)mg/l

/kb:)Vegetation)typej1);)C

0

))=)100)mg/l

/lb:)Vegetation)typej2);)C

0

))=)100)mg/l

(5)

ζ [m] −0.4 −0.3 −0.2 −0.1 0 0.1 0.2 0.3 0.4 0.5 0.6 distanceC[m] 0 100 200 distanceC[m] NoCvegetation;CC0C=C25Cmg/l 0 100 200 300 400 VegetationCtype−1;CC0C=C25Cmg/l C VegetationCtype−2;CC0C=C25Cmg/l distanceC[m] NoCvegetation;CC0C=C50Cmg/l 0 100 200 300 400 VegetationCtype−1;CC0C=C50Cmg/l VegetationCtype−2;CC0C=C50Cmg/l distanceC[m] distanceC[m] C NoCvegetation;CC0C=C100Cmg/l 0 200 400 600 0 100 200 300 400 distanceC[m] VegetationCtype−1;CC0C=C100Cmg/l 0 200 400 600 distanceC[m] VegetationCtype−2;CC0C=C100Cmg/l 0 200 400 600 jdk jek jfk jgk jhk jik jjk jkk jlk

Figure S3. Simulated marsh morphologies after 100 years according to different sediment supply and marsh ecology, computed with the continuous formulation (8). Columns: with different ecological scenarios; rows: with increasing sediment supply. Marsh morphologies devel-oped from a tidal flat characterized by high and smoothed topographic perturbations  (Figure 2a).

(6)

distancev[m] VelocityvUvatvtv=v4.5hvaftervLTvv 0 100 200 300 400 distancev[m] Novvegetation;vC0v=v50vmg/l 0 100 200 300 400 Vegetationvtype−1;vC0v=v50vmg/l v Vegetationvtype−2;vC0v=v50vmg/l vVegetationvtype−1;vC0v=v50vmg/l Novvegetation;vC0v=v50vmg/l Vegetationvtype−2;vC0v=v50vmg/l distancev[m] 0 200 400 600 distancev[m] 0 200 400 600 distancev[m] 0 200 400 600 VelocityvUvatvtv=v4.5hvaftervLT VelocityvUvatvtv=v4.5hvaftervLT

ConcentrationvCvatvtv=v4.5hvaftervLT ConcentrationvCvatvtv=v4.5hvaftervLT ConcentrationvCvatvtv=v4.5hvaftervLT

Uv[m/s] 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 Cv[mg/l] 0 10 20 30 40 50 60 )ab )bb )cb )db )eb )fb

Figure S4. Velocity and concentration fields computed at one instant during the flood phase (at t = 4.5 hours after Low Tide (LT)) after 30 years of simulation under a sediment supply C0 = 50 mg/l and for every

ecologi-cal scenarios considered. Top: magnitude of the velocity U supplemented with the velocity vectors; bottom: sus-pended sediment concentration C.

(7)

No3vegetation;3C03=3253mg/l Vegetation3type−1;3C03=3253mg/l Vegetation3type−2;3C03=3253mg/l

No3vegetation;3C03=3503mg/l Vegetation3type−1;3C03=3503mg/l Vegetation3type−2;3C03=3503mg/l

No3vegetation;3C03=31003mg/l Vegetation3type−1;3C03=31003mg/l Vegetation3type−2;3C03=31003mg/l

Time3[year s] P3[m3] P3[m3] P3[m3] 1 2 4 6 8 10 12 14 16 Ω [m 2 ] 1 3 5 7 9 11 13 15 Ω [m 2 ] 100 102 104 0 2 4 6 8 Ω [m 2 ] 100 102 104 bfc bec bdc bgc bhc bic 100 102 104 blc bkc bjc 9 11 13 Ω [m 10 20 30 40 50 60 70 80 90 100

Figure S5. 100-year evolution of the cross-sectional area Ω vs tidal prism P at the mouth of the tidal network common to all the simulated marsh morphologies (as in Figure 3a). Results after 30 years (as in Figure 7) are highlighted by black dots.

Riferimenti

Documenti correlati

Su tali phantom sono stati eseguiti test elastografici ARFI per individuare il punto di fuoco degli ultrasuoni focalizzati. Le mappe di displacement hanno evidenziato con chiarezza

Other fracture systems such as those observed in Hathor cliffs, the angular fracture observed in the Khepry region (El-Maarry et al. 2015a ) and large fractures in the

This evidence suggests that the construction of the pier has altered the morphological equilibrium of the Lignano tidal inlet determining the development of the rapid and

The aim of this study was to explore whether the ratio of hepatic arterial to total liver blood flow (Hepatic Perfusion Index – HPI) and the Area Under the enhancement Curve

size effect curves, the plastic limit, the LEFM limit, and the elastic limits for each notch aspect ratio, are shown in the plots.. The elastic limit is

In linea generale, la condizione che un atto riguardi individualmente un sin- golo è stata considerata soddisfatta laddove il ricorrente era citato espressamente vazzi (a cura

To identify the specific activations for the Intention fac- tor (intentional vs. nonintentional), independently of the communicative modality used (linguistic vs. extralinguis- tic),

Nell’ambito di una complessa riorganizzazione che ha coinvolto tutte le Specialità della Polizia di Stato, nel 1998 7 viene infine istituito il Servizio Polizia Postale e