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0 700

16-01-04 30-01-04

Date 0

7000

29-10-98 21-11-98

Date Bed load transport (m3/day)

Case study: Rhine bifurcations

Purpose: Distinguishing between winnowing and coarse-sediment-supply as cause for the coarseness of the outer-bend distributary at Rhine bifurcations.

Background

Many rivers show a gradual decrease in bed grain size in downstream direction, caused by abrasion and selective transport. Discontinuities in downstream finingtrends occur at the so-called gravel-sand transitions (e.g. Sambrook Smith & Ferguson, 1995), at tributary confluences (e.g. Knighton 1980), but also at river bifurcations.

Distributaries which bifurcate from an outer bend are much coarser than the main channel, while distributaries bifurcating from an inner bend are much finer. Bend sortingin the river bend upstream of the bifurcation thus seems to be the governing process.

Effects of river bifurcations Effects of river bifurcations

on downstream fining on downstream fining

Roy Frings & Maarten Kleinhans

Utrecht University, Department of Physical Geography, P.O. box 80115, 3508 TC, Utrecht, the Netherlands

R.Frings@geog.uu.nl

Towards more natural rivers…

In natural rivers, regularly new bifurcations develop and meanders continuously migrate downstream. Discontinuities in downstream fining then can only develop if the timescale of bed grain size adaptation is smaller than the meander migration rate and much smaller than the avulsion frequency.

In most rivers this probably is the case. Discontinuities in downstream fining trend thus can occur both in natural rivers and in engineered rivers.

Median grain size

Distance downstream Bifurcation

Distributary that originates in the outer bend (= outer-bend distributary) Inner-bend distributary Schematization

1.Mobile sediment:

Fine grains in the inner bend of the main channel move into the inner- bend distributary (i.e. the distributary that originates in the inner bend).

Coarse grains from the outer bend enter the outer-bend distributary.

2. Partly mobile sediment:

Fine grains from the inner bend move into the inner-bend distributary, but coarse grains in the outer bend are immobile. The outer-bend distributary therefore hardly receives any sediment, transport is supply- limited and fine grains are winnowed away from the bed.

September 2005

Utrecht University

I would like to compare the grain size discontinuities at the Rhine bifurcations with those at other river bifurcations. Any help would be very welcome!

GRUIJTERS, S.H.L.L., J. GUNNINK, J.J.M. HETTELAAR, M.P.E. DE KLEINE, D.

MALJERS & J.G. VELDKAMP (2003): Subsoil mapping IJsselkop, final report (in Dutch).

TNO-report NITG 03-120-B. Netherlands Institute of Applied Geosciences, Utrecht.

GRUIJTERS, S.H.L.L., J.G. VELDKAMP, J. GUNNINK & J.H.A. BOSCH (2001): The lithological and sedimentological composition of the subsoil of the Pannerdensche Kop:

data interpretation, final report (in Dutch). TNO-report NITG 01-166-B. Netherlands Institute of Applied Geosciences (TNO-NITG), Zwolle.

KNIGHTON, A.D. (1980): Longitudinal changes in size and sorting of stream-bed material in four English rivers. Geological Society of America Bulletin, vol. 91, pp. 55-62.

SAMBROOK SMITH, G.H. & R.I. FERGUSON (1995): The gravel-sand transition along alluvial river channels. Journal of Sedimentary Research, vol. 65A, pp. 423-430.

TEN BRINKE, W.B.M. (1997): The bed composition of the Waal and IJssel in the years 1966, 1976, 1984 and 1995 (in Dutch). RIZA report 97.009. Dutch Institute for Inland Water Management and Waste Water Treatment (RIZA), Arnhem, 158 pp.

References

Acknowledgements

We thank Leonie Bolwidt and Wilfried ten Brinke (Dutch Institute for Inland Water Management and Waste Water Treatment) for providing the data and for discussing the results.

Conclusions: Upstream of the Rhine bifurcations a strong bend sortingpattern is present. The coarse sediment in the outer bend is immobile, causing supply-limited transportconditions in the outer-bend distributary. The coarseness of this distributary is mainly caused by winnowing of fines.

At extremely high discharges, however, all grain sizes may be mobile, leading to a supply of coarse sedimentto the outer-bend distributary.

0 4 8

860 905 950

D50 (mm)

860 905 950

Distance downstream (km) 0 4 8 Two large bifurcations in

the Dutch Rhine Delta

• Heavily engineered

• No lateral migration

• Discharge 1000-12000 m3/s

• Channel width: 80-360 m

• Bimodal bed sediments (modes at 1 and 8 mm)

Bifurcation 1

“Pannerdensche Kop”

Research Area Downstream fining

Photo: B. Boekhoven Photo: B. Boekhoven

Results Results continued

A) The grain size maps confirm a strong bend sorting upstream of the bifurcations

Median grain size

0.5 mm

5.5 mm

500 m

0 mm

10 mm Median grain size

250 m

Field measurements

• Bed grain size (± 200 vibracores)

• Bed load transport (echosoundings/dunetracking)

• Bed load grain size (bed load samplers)

• Suspended load transport (ASTMs)

• Flow velocity, water discharge and water level Æ measured during several high and low flow

periods (1997-2004), always over the entire river width, at different discharge conditions.

Bifurcation 2 outer-bend distributary inner-bend distributary

B) Bed load measurements show that the coarse grains in the outer bend of the main channel are immobile (Shields value = 0.03) Æ Discontinuities in downstream fining

cannot be explained by a supply of coarse sediment towards the outer-bend distributary

C) Most of the bed load transport in the main channel is directed towards the inner-bend distributary

ÆThe bed load transport in the outer-bend distributary is likely to be supply-limited ÆWinnowing of fines in the outer-bend

distributary must be the main cause of the discontinuity in downstream fining Bifurcation 2

“IJsselkop”

Bifurcation 1

Bifurcation 2 (Gruijters et al. 2003) Bifurcation 1

(Gruijters et al. 2001)

( after: Ten Brinke et al. 1997 )

Bifurcation 2 Main channel Outer-bend distr.

Inner-bend distr.

Bifurcation 1

St.

Jakob

250 km

Coarse Fine

Fine &

coarse

Possible mechanisms

Bend sorting can cause dowstream fining discontinuities in two ways, depending on the sediment mobility:

Outer-bend distributary Inner-bend distributary

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