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Integrating the LISFLOOD-FP 2D hydrodynamic model with the CAESAR model: implications for modelling landscape evolution

Integrating the LISFLOOD-FP 2D hydrodynamic model with the CAESAR model: implications for modelling landscape evolution
Integrating the LISFLOOD-FP 2D hydrodynamic model with the CAESAR model: implications for modelling landscape evolution
Landscape evolution models (LEMs) simulate the geomorphic development of river basins over long time periods and large space scales (100s–1000s of years, 100s of km2). Due to these scales they have been developed with simple steady flow models that enable long time steps (e.g. years) to be modelled, but not shorter term hydrodynamic effects (e.g. the passage of a flood wave). Nonsteady flow models that incorporate these hydrodynamic effects typically require far shorter time steps (seconds or less) and use more expensive numerical solutions hindering their inclusion in LEMs. The recently developed LISFLOOD-FP simplified 2D flow model addresses this issue by solving a reduced form of the shallow water equations using a very simple numerical scheme, thus generating a significant increase in computational efficiency over previous hydrodynamic methods. This leads to potential convergence of computational cost between LEMs and hydrodynamic models, and presents an opportunity to combine such schemes. This paper outlines how two such models (the LEM CAESAR and the hydrodynamic model LISFLOOD-FP) were merged to create the new CAESAR-Lisflood model, and through a series of preliminary tests shows that using a hydrodynamic model to route flow in an LEM affords many advantages. The new model is fast, computationally efficient and has a stronger physical basis than a previous version of the CAESAR model. For the first time it allows hydrodynamic effects (tidal flows, lake filling, alluvial fans blocking valley floor) to be represented in an LEM, as well as producing noticeably different results to steady flow models. This suggests that the simplification of using steady flow in existing LEMs may bias their findings significantly.
landscape evolution, hydrodynamics, model, caesar, lisflood
0197-9337
Coulthard, Tom J.
281c5143-1ca4-41af-98a6-9744987e52fa
Neal, Jeff C.
b87f9588-a28a-4811-bfea-0534d4ec6f6d
Bates, Paul D.
e8df13bc-adab-4877-a8fc-14c812e32bd2
Ramirez, Jorge
470d3ccc-1bfb-44df-84a3-2c762b916254
de Almeida, Gustavo A.M.
f6edffc1-7bb3-443f-8829-e471b6514a7e
Hancock, Greg R.
064e8144-4398-4803-9e31-4c6d163dfa64
Coulthard, Tom J.
281c5143-1ca4-41af-98a6-9744987e52fa
Neal, Jeff C.
b87f9588-a28a-4811-bfea-0534d4ec6f6d
Bates, Paul D.
e8df13bc-adab-4877-a8fc-14c812e32bd2
Ramirez, Jorge
470d3ccc-1bfb-44df-84a3-2c762b916254
de Almeida, Gustavo A.M.
f6edffc1-7bb3-443f-8829-e471b6514a7e
Hancock, Greg R.
064e8144-4398-4803-9e31-4c6d163dfa64

Coulthard, Tom J., Neal, Jeff C., Bates, Paul D., Ramirez, Jorge, de Almeida, Gustavo A.M. and Hancock, Greg R. (2013) Integrating the LISFLOOD-FP 2D hydrodynamic model with the CAESAR model: implications for modelling landscape evolution. Earth Surface Processes and Landforms. (doi:10.1002/esp.3478).

Record type: Article

Abstract

Landscape evolution models (LEMs) simulate the geomorphic development of river basins over long time periods and large space scales (100s–1000s of years, 100s of km2). Due to these scales they have been developed with simple steady flow models that enable long time steps (e.g. years) to be modelled, but not shorter term hydrodynamic effects (e.g. the passage of a flood wave). Nonsteady flow models that incorporate these hydrodynamic effects typically require far shorter time steps (seconds or less) and use more expensive numerical solutions hindering their inclusion in LEMs. The recently developed LISFLOOD-FP simplified 2D flow model addresses this issue by solving a reduced form of the shallow water equations using a very simple numerical scheme, thus generating a significant increase in computational efficiency over previous hydrodynamic methods. This leads to potential convergence of computational cost between LEMs and hydrodynamic models, and presents an opportunity to combine such schemes. This paper outlines how two such models (the LEM CAESAR and the hydrodynamic model LISFLOOD-FP) were merged to create the new CAESAR-Lisflood model, and through a series of preliminary tests shows that using a hydrodynamic model to route flow in an LEM affords many advantages. The new model is fast, computationally efficient and has a stronger physical basis than a previous version of the CAESAR model. For the first time it allows hydrodynamic effects (tidal flows, lake filling, alluvial fans blocking valley floor) to be represented in an LEM, as well as producing noticeably different results to steady flow models. This suggests that the simplification of using steady flow in existing LEMs may bias their findings significantly.

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More information

e-pub ahead of print date: 30 September 2013
Keywords: landscape evolution, hydrodynamics, model, caesar, lisflood
Organisations: Water & Environmental Engineering Group

Identifiers

Local EPrints ID: 358282
URI: http://eprints.soton.ac.uk/id/eprint/358282
ISSN: 0197-9337
PURE UUID: 755ea114-cc6d-4e98-99cc-54dc3831ef0c
ORCID for Gustavo A.M. de Almeida: ORCID iD orcid.org/0000-0002-3291-3985

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Date deposited: 07 Oct 2013 16:40
Last modified: 15 Mar 2024 03:48

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Contributors

Author: Tom J. Coulthard
Author: Jeff C. Neal
Author: Paul D. Bates
Author: Jorge Ramirez
Author: Greg R. Hancock

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