across the scales of a river basin

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24th October 2017, V Jornadas de Ingeniería del Agua, A Coruña. Mário Franca. River Basin Development chair group. IHE Delft Institute for Water Education, ...
ACROSS THE SCALES OF A RIVER BASIN 24th October 2017, V Jornadas de Ingeniería del Agua, A Coruña

Mário Franca River Basin Development chair group IHE Delft Institute for Water Education, The Netherlands

food & energy 60% more food :: 2050 50% more energy :: 2035 10% more water :: 2050

energy transition

FAO (2014)

ecological feedback

river basin uncertain climate Squarzoni P (2012) Saison Brune

safety

𝑔

Vegetated river (Saggiori, Rita, Santos, Ricardo, Ferreira 2008-15)

Gravity currents (Nogueira, Zordan, Venuleo, Theiler 2014-17)

Bedload (McKie, Plumb, Juez, Annable, 2016-17)

Suspended sediment (Juez, Navas-Montilla, Murillo, Liu, Shärer, Belghali, Thalmann, Bühlmann, Maechler, 2016-17)

leaves scale

patch scale

each process has a spatial memory persistence induces pack behaviour both determine the connectivity 6

Franca & Brocchini (2015), Turbulence in rivers in Rivers–Physical, Fluvial and Environmental Processes, Springer

SYSTEM-BASED RESEARCH (identifying a hierarchy of processes)

PROCESS-BASED RESEARCH (upscaling to feed system models)

9

® Stefan Haun

process

from processes to system

system

TRANSPORT OF SUSPENDED SEDIMENT Lateral cavities trap sediment; the amount of sediment trapped depends on their geometry and on the flow

Juez, Buehlmann, Maechler, Schleiss & Franca (ESPL) Juez, Thalmann, Schleiss & Franca (AdWR)

UPSCALING TO MEAN SCALES The fundamental equations are abridged to larger scales and all the small scale processes are incorporated in the basic transport equations by proper terms

14

2ND TOOL 1ST TOOL

Void function

Reynolds decomposition + Spatial decomposition of 𝑢

𝑢 = 𝑢 + 𝑢′

𝑢 = 𝑢 + 𝑢 + 𝑢′ 𝑢

Double-Averaged Navier-Stokes equations (DANS): 𝜕𝑢𝑗

NS:

𝜕𝑡

RANS:

DANS:

𝜕 𝑢𝑗 𝜕𝑡

𝜕 𝑢𝑗 𝜕𝑡

+ 𝑢𝑖

+ 𝑢𝑖

+

𝜕𝑢𝑗 𝜕𝑥𝑖 𝜕 𝑢𝑗 𝜕𝑥𝑖

=

=

1 𝜕𝑝 − 𝜌 𝜕𝑥𝑗

1 𝜕𝑝 − 𝜌 𝜕𝑥𝑗

𝜕 𝑢𝑗 𝑢𝑖 𝜕𝑥𝑖

1 𝜕𝛹 𝑢𝑗 𝑢𝑖 − 𝛹 𝜕𝑥𝑖

=

+𝜈

+𝜈

𝜕 2 𝑢𝑗 𝜕𝑥𝑖 𝜕𝑥𝑖 𝜕2 𝑢

𝑗

𝜕𝑥𝑖 𝜕𝑥𝑖

1 𝜕𝛹 𝑝 − 𝛹𝜌 𝜕𝑥𝑗

1 + 𝑝𝑛𝑗 𝑑𝑆 𝑆 𝜌∀𝑓 𝑖𝑛𝑡

+ 𝑔𝑗 −

1 𝜕 + 𝛹 𝜕𝑥𝑖



Reynolds-average

+ 𝑔𝑗

space-average

𝜕𝑢′𝑗 𝑢′𝑖 𝜕𝑥𝑖

𝛹 𝜈

𝜕 𝑢𝑗 𝜕𝑥𝑖

+ 𝑔𝑗 −

1 𝜕𝛹 𝑢′ 𝑗 𝑢′ 𝑖 𝛹 𝜕𝑥𝑖

𝜕 𝑢𝑗 1 𝜈 𝑛𝑖 𝑑𝑆 𝑆 ∀𝑓 𝑖𝑛𝑡 𝜕𝑥𝑖

Franca (2015) Upscaling approaches to turbulent environmental flows, Nicosia 2015, Rome 2016 https://www.researchgate.net/publication/283086313_UPSCALING_APPROACHES_TO_TURBULENT_ENVIRONMENTAL_FLOWS

Flow resistance in river with heterogeneous boundaries Franca M.J., Ferreira R.M.L. & Lemmin U. (2008) Advances in Water Resources

Impact of sand bedload in the oxygen distribution Ferreira R. L., Ferreira L. M., Ricardo A. M. & Franca M.J. (2010) River Research and Applications

Flow with emergent vegetation Ricardo A.M., Koll K., Franca M.J., Schleiss A.J. and Ferreira R.M.L. (2014) Water Resources Research Ricardo A.M., Franca M.J. & Ferreira R.M.L. (2016) Journal of Hydraulic Engineering

Shallow water equations for gravity currents Pokrajac D., Venuleo S. and Franca M.J. (2017) Journal of Hydraulic Research

RIVER BASIN SCALE System analysis at the basin scale allows to hierarchize control and driver processes

Pingshan (Upper Yangtze basin) 475 000 km2 (Iberian peninsula ≈ 582 000 km2)

more than 50 years of suspended sediment concentration (ssc) and discharge (Q)

suspended sediment concentration [mg/l]

Observations

Hysteresis:

Q1 = Q2

1000

ssc1 ≠ ssc2

WHAT IS THE REASON FOR THE ANNUAL HYSTERESIS?

10000

discharge [m3/s]

PREDICTION STRATEGIES: Date Discharge Combined (date and discharge)

suspended sediment concentration [mg/l]

Observations

Date

Discharge alone does not govern suspended sediment transport Amount of in-channel stored sediment explains hysteresis

Combined

Discharge

Matos, Hassan, Lu & Franca, Probabilistic prediction and forecast of daily suspended sediment concentration on the Upper Yangtze River, JGR–ES 1000

10000

1000

discharge [m3/s]

10000

A NEW LOOK MULTI-VARIABLE LANDSCAPES

® Sebastian Schwindt

Je~0.25! ~0.5 m ~2 m

head~175 m in 750 m!

Systems models, established at the envelope scales, are needed to plan and manage hydraulic infrastructures and water resources Smaller-scale processes, depending on their persistence and spatial memory, shape and determine the systems answers Identifying and understanding in detail the relevant drivers is an essential element to understand the entire system behaviour The mathematical interpretation of the topographies of a river basin reveal hotspots where opportunities and challenges regarding human usage, safety and ecology may occur

Mário J. Franca [email protected]