Science spotlights

Revision as of 12:04, 1 April 2015 by Fjsimons (talk | contribs) (FJS and CH small edits)

Science spotlights

SLEPIAN-alpha, bravo, charlie and echo

March-April 2015

Gravity changes over Greenland calculated with SLEPIAN tools

Satellite data on magnetic or gravitational potentials are uniformly distributed over the Earth, which allows the use of spherical harmonics for the data analysis. Spherical harmonics are used to represent functions defined over the entire surface of a sphere. But if there are gaps in the data, or the region of interest is only a small part of the sphere as a whole, then you may be better off using ‘Slepian functions’ say Dr. Harig and co-authors in a newly published feature article in AGU EOS magazine in April 2015 (Harig et al., 2015). Slepian functions are designed to analyze data over spatially-limited regions.

Harig and Simons (PNAS, 2012) demonstrated the use of the SLEPIAN toolkit in a detailed spatial mapping of Greenland’s Ice Sheet mass loss over 2002-2011. Whereas the difference in total ice mass loss over all of Greenland as estimated from Gravity Recovery and Climate Experiment (GRACE) data has become smaller between different analyses, researchers have had less information on the spatial pattern of its ice mass change. The detailed maps show areas of mass accumulation (in central Greenland), and give insight in the shifts in regional mass losses.

The CSDMS model repository now has the SLEPIAN tools metadata here as well as a download in the GitHub version-control environment. SLEPIAN-Delta comprises the code specifically designed for GRACE satellite data analysis. You can download it here: (


  • Harig, C., K. W. Lewis, A. Plattner, and F. J. Simons (2015), A suite of software analyzes data on the sphere, Eos, 96, doi:10.1029/2015EO025851. Published on 10 March 2015.
  • Harig, C., Simons, F., 2012. Mapping Greenland’s mass loss in space and time. PNAS, 109, 49, doi:10.1073/pnas.1206785109.

Meet the author

mARM5D soil evolution model

January 2015

Image illustrating patchy soil grading along a hillslope with aeolian sediment supply

The MARM5D model simulates soil evolution with depth for landscape grids, while keeping track of sediment particle size distribution. Since the model operates over 100’s of 1000’s of years of landscape evolution, it warrants the 5D prefix. Soil formation in the model depends on bedrock and soil physical weathering, sediment transport by overland flow, diffusive hillslope processes, like soil creep. New functionality in the most recently submitted code adds a routine to simulate aeolian deposition.

The model is a joint international effort of Dr. Sagy Cohen, University of Alabama in Tuscaloosa, Gary Willgoose and Greg Hancock, of the University of Newcastle, and Tal Svoray and Shai Sela of Ben Gurion University, Israel. In several publication they have highlighted the model algorithms and their implications for soil formation. Their latest Journal of Geophysical Research paper is currently published on-line (Cohen et al., online 2014).

Model simulations highlight the importance of surface armoring in soil evolution. Under bedrock-weathering dominated conditions, and depth-dependency of soil production, armoring reduces soil erosion to steady-state soil grading and depth and a relatively uniform soil distribution. Aeolian-dominated landscapes tend to much greater patchiness in both the absolute soil depth and the grainsize distribution at the surface. This spatial variability is show in the associated figure, which displays the vertical soil profile and grainsize with depth as predicted with Marm5D along a 100 m simplified hillslope. These results are for one particular scenario combining the processes of fine sediment aeolian transport and soil weathering.


  • Cohen, S., G. Willgoose, and G. Hancock (2009), The mARM spatially distributed soil evolution model: A computationally efficient modeling framework and analysis of hillslope soil surface organization, Journal of Geophysical Research, 114, F03001, Doi:10.1029/2008JF001214
  • Cohen, S., G. Willgoose, and G. Hancock (2010), The mARM3D spatially distributed soil evolution model: three-dimensional model framework, and analysis of hillslope and landform responses, Journal of Geophysical Research, 115, F04013, Doi:10.1029/2009JF001536
  • Cohen, S., G. Willgoose, T. Svoray, G. Hancock, and S. Shela, (online 2014). The effects of sediment-transport, weathering and aeolian mechanisms on soil evolution, Journal of Geophysical Research, Earth Surface, online December 2014. Doi: 10.1002/2014JF003186

Meet the author

CLIFFS tsunami model

November 2014

Image illustrating the impact of the Hokkaido tsunami, 1993

Dr. Elena Tolkova, a tsunami modeler with NorthWest Research Associates, Redmond (, contributed her tsunami model, CLIFFS, to CSDMS. CLIFFS computes tsunami propagation and runup on land, under the shallow-water approximation. The model's description was recently published in ‘Pure and Applied Geophysics’. CLIFFS brings an improved treatment of the land-water boundary, including a new approach to modeling runup of a tsunami wave hitting the coast, compatible with a propagation algorithm used in MOST (a NOAA tsunami model).

The CLIFFS model is written in Fortran; it typically simulates a few hours to 1-2 days of a tsunami event at the global, regional, or local scale within a few minutes to 2-4 hours of computational time, on an average desktop computer. The model is well-documented, and the code is maintained in the Github repository. More information on the model can be obtained through the CSDMS [1]

In May 2011, the National Tsunami Hazard Mitigation Program organized a workshop where it established a set of benchmarks to validate numerical tsunami models. These benchmark data, which include theoretical problems, wave tank experiments, and a field case, were archived and are available through Github ( CLIFFS has been tested with the complete set of NTHMP-adapted benchmark tests focused on inundation, and its solutions are compared to the MOST solutions. Set-ups to perform some benchmark tests with CLIFFS can be found at (Examples 1,2).

The real-world event used as a tsunami benchmark case happened on July 12, 1993 when a magnitude Mw 7.7 earthquake struck in the Sea of Japan near Hokkaido. The tectonic displacement of 2.5 m along a 150-km-long rupture gave rise to a tsunami that severely impacted the region. According to USGS, the earthquake and the subsequent tsunami caused 240 fatalities, 540 houses were destroyed, and approximately 600 fishing boats were damaged or lost off western Japan, southeastern Russia and South Korea. Tsunami wave height as high as ~31 meters was reported along the southwest coast of Okushiri Island in Japan, 10 meters along the west coast of Hokkaido, 3 meters at Nakhodka, Russia, 2 meters along the northeast coast of South Korea, and nearly 1 meter at Aomori, Honshu. The photo shows the West coast of Okushiri Island. The Sea of Japan, to the right, in this area has a tide range of less than 0.5 m. The tsunami waves crossed the roadway, splashed onto the hillside and killed the native plants and grasses as can be seen on the photo. The tsunami here reached inland about 10 meters above sea level. A complete numerical set-up to simulate this event with CLIFFS from the source earthquake to the inundated Okushiri shores can be obtained at


  • Tolkova E., 2014. Land–Water Boundary Treatment for a Tsunami Model With Dimensional Splitting. Pure Appl. Geophys., 171(9), 2289–2314. Doi:10.1007/s00024-014-0825-8

Meet the author

Contemporary sediment yields of the continent Africa

August-October 2014

Left: Estimated spatial Sediment Yields. Right: observed catchment Sediment Yields

In a recent paper, Matthias Vanmaercke et al. (2014) attempt to get a better understanding of what controls the spatial sediment yield (SY) of the continent Africa. This is of importance as most global SY studies underrepresent this continent, despite expected large population increases and climatic changes in the nearby future. By applying correlation analyzes, the spatial difference of SY, observed for 682 catchments, can best be explained by differences in: seismic activity, topography, vegetation cover and runoff.

The presented SY relation explains only 40% of the observed variability of SY. The large fraction of uncertainty is most likely clarified by uncertainties in many of the applied SY observations as well as their predictive variables to establish this relation.

It is remarkable that seismic activity correlates so strongly with SY as Africa experiences only limited seismic activity. The study indicates that the mechanisms explaining this correlation are still poorly understood, but may relate to the seismic weakening of surface lithologies, tectonically induced changes in river base levels or earthquake-triggered landsliding. Seismic activity is often neglected in regional SY studies for Africa but should be incorporated.


  • Vanmaercke, M., Poesen, J., Broeckx, J., and Nyssen, J., 2014. Sediment Yield in Africa. Earth Science Reviews, 136: 350-368 (+ Appendix). Doi:10.1016/j.earscirev.2014.06.004

Vectors to Represent Meandering Channels

March-July 2014

Ajay limaye portrait.jpeg

Rivers meander by bank erosion and pointbar accretion. Ajay Limaye, a Phd student with Mike Lamb at the California Institute of Technology, presented a new vector-based method to keep track continuously of eroded and accreted sediment. This new method allows feedback between bank strength and channel migration rates without discretizing the substrate properties and provides distinct advantage to previous efforts.

In a recent paper in the Journal of Geophysical Research (2013), Limaye models how erosion-resistant clays that fill in abandoned channels subsequently prevent bank erosion locally and force the channel belt into a narrowing stretch. This effect is illustrated in the left panel; it is a landscape after 1000 years of model simulation, wherein the green line is the initial channel which visited the grey area over time and filled the meander cutoffs with clay, and the blue line is the final channel encapsulated in the recently visited active channel belt area (in white). In another application, the model is capable to erode a bedrock channel and widen its valley while taking into a account a mixed bedrock and alluvium substrate.

It is evident that this new technique to model meandering channels avoids common pitfalls associated with grid-resolution with respect of typical migration rates. The first presented case-studies show that erodibility differences have a profound influence on channel evolution and much more exploration of these effects are possible.


  • Limaye, A., Lamb, M.P., 2013. A vector-based method for bank-material tracking in coupled models of meandering and landscape evolution. Journal of Geophysical Research: Earth Surface, Vol 118, 1-17. Doi:10.1002/2013JF002854


The authors profiles:

Vegetation Can Increase Bedload Flux

December 2013 - January 2014


Vegetation grows abundantly in floodplains, and can change flow dynamics, sediment transport and aquatic habitats. The way vegetation changes the vertical velocity profile depends on the roughness that the plants or trees create, which in turn depends on their density and whether they are submerged or not. Vegetation can create intricate flow turbulence structure like von Karman vortices and horseshoe vortices.

Fluid dynamicists, Prof. Elowyn Yager of the University of Idaho and Prof. Mark Schmeeckle of Arizona State University, used sandbox experiments to compare different vegetation densities. Yager and Schmeeckle designed flumes ‘planted’ with metal stakes to represent rigid stems as emerged objects altering flow conditions. They used 0.5 mm sand and scaled their conditions to Reynolds and Froude numbers representative of fully developed rough turbulent flow. In addition, one experiment was conducted with real grass planted on a small pointbar in the creek of the outdoor stream laboratory at the St Anthony Fall Laboratory of the University of Minnesota. The experimentalists varied flow conditions systematically, while a high-speed video camera collected data on bedload transport. Relatively large bedforms and scouring features were generated in all of the flumes with stakes. The experiments showed that the impact of vegetation was extremely variable, and ultimately dependent on the combination of the vegetation density, flow velocity and he total boundary shear stress. The observed complexity has two important consequences: 1) one cannot make simplified assumptions on the effects of vegetation on patch-averaged sedimentation rates, and 2) commonly used bedload transport equations may need to be modified to incorporate terms to adjust for vegetation effects. Both these finding call for improved bedload flux predictions needed to help river restoration design.


  • E. M. Yager, M. W. Schmeeckle 2013, The influence of vegetation on turbulence and bed load transport, Journal of Geophysical Research, Volume 118, Issue 3, pages 1585–1601, September 2013. Doi:10.1002/jgrf.20085


The authors profiles:

Disentangling Rivers

June 2013 - July 2013

River bar with vegetation and flooded areas generated by H-STAR

Andrew Nicholas of Exeter University presents a new model, HSTAR-Hydrodynamics and Sediment Transport in Alluvial Rivers- in Geology, April 2013. This model solves the depth-averaged shallow water equations for a grid of cells that represent a river and its floodplain of ~ 50km by 16km. It thus calculates sand and silt transport with a physics-based approach. The unique aspect of this model is that it includes a classification for gridcells, which have been dry for some time, and then establishes vegetation (adding to the roughness of the surface). Thus a feedback mechanism is created, in which the vegetated surface slows down the eventual floodwater and traps sediment to further increase the bar or island height.

The HSTAR model output shows remarkably detailed river morphology; bar development and downstream migration, island formation, single-thread channels and multi-thread channels. All these distinct river features can be recognized in the simulation output. Simulations of 270-350 years show a variety of river channel regimes develop; more meandering morphology and dynamical braiding both can be generated with variation in input conditions. Nicholas identifies a critical role for three interrelated factors: rate of floodplain development, bank erodibility and relative mobility of bed sediment.

The study compares key features and predictions with data from large natural rivers and found good consistency. The model simulations are a spectacular demonstration of short-term river morphological evolution.


  • Nicholas, A. P., 2013. Morphodynamic diversity of the world’s largest rivers Geology, April 2013, 41, 475-478, [2]
  • Nicholas, A.P., 2013. Modelling the continuum of river channel patterns. Earth Surface Processes and Landforms. [3]


Successful Coupling of D-FLOW FM and SWAN with BMI interface

June 2013


D-FLOW FM is the newly developed unstructured version of the Delft3D Flow module, it allows model domain resolution to be flexible. Recently, this advanced model was dynamically coupled with SWAN- a phase-averaged wave model as part of the thesis work of graduate student Bas Stengs. Stengs worked with his advisors Prof. Marcel Stive and Prof. Guus Stelling in close collaboration with the Deltares developer team to incorporate wave modeling into D-FLOW-FM.

SWAN and D-FLOW FM are both large FORTRAN codes, which run on high-performance computing systems to calculate detailed hydrodynamical processes and wave characteristics in the coastal zone. Whereas these codes previously have been used in tandem, they are now more dynamically linked. Stengs describes his software coupling methodology as the ‘Hollywood Principle’ – a principle that takes its name from the standard response aspiring actors get after an audition in Hollywood, ‘don't call us, we call you’. In software this principle is used to describe an architecture in which an overarching system sends calls to individual codes to perform a task or a calculation. This has great advantages: SWAN and D-FLOW FM can run with different computational steps and still exchange information at appropriate intervals, and the data transfer occurs rapidly through internal memory as opposed to data exchange by files.

To accomplish the dynamic coupling Stengs used the ESMF framework (Collins et al., 2005) as the overarching driver which controls the time-stepping and calling of the individual engines, as well as the regridding. To allow fast exchange of model variables a basic modeling interface (BMI) was built for both D-FLOW FM and SWAN. The Basic Modeling Interface has recently been designed and implemented at the CSDMS Integration Facility (Peckham et al., 2013) and it was the first time BMI has been developed entirely independently by CSDMS community members. The dynamic software coupler allows a more interactive modelling experience, and serves as a comprehensive tool for general model understanding.

To test whether the implementation of the coupling of the wave model with the flow model was successful a number of benchmarks had to be passed. Four different test cases were considered ranging from an analytical solution to a non-uniform barred beach case-study along the Dutch Coast at Egmond. You can see the comparison of the new model (right panel) and previous Delft-3D simulation output (left panel). The model appears to capture both rip channel features as well as high velocity current close to shore. From the test cases, it is concluded that modelling waves in D-Flow FM gives generally good agreement with validated Delft3D models. Past studies have proven the benefits of unstructured modelling over structured techniques, which shows high potentials for D-Flow FM. Now with the inclusion of wave effects in D-Flow FM, a potential further improvement to nearshore modelling is made provided more extensive validation.


  • Peckham, S.D., Hutton, E.W.H., Norris, B., 2012. A component-based approach to integrated modeling in the geosciences: The design of CSDMS. Computers & Geosciences: Modeling for Environmental Change, 53:3 – 12.
  • Collins, N., Theurich, G. DeLuca, C., Trayaonv, A. Li, P., Yang, W., Hill, C. (2005). Design and implementation of Earth System Modeling Framework components. International Journal of High Performance Computing Applications.


  • Link to the DeltaRes Open Source website for D-FLOW FM: [4]
  • More on the Basic Model Interface: BMI_Description

Student Modeler Award 2012

April 2013 - May 2013

Surendra Adhikari receives Modeler Award 2012

The glaciological model shows that the distribution of shear stress across different bedrock geometries form distinct patterns, such as the horizontal shear stress distribution across an incised parabolic trough that is embedded with infinitely wide ice slab (as shown in the figure on the frontpage).

Application of these models to Haig Glacier in the Canadian Rocky Mountains showed that similar geometric effects overshadow dynamical effects in glacier-retreat scenarios, thus indicating the minimal role of high-order physics for accurate predictions of the fate of Haig Glacier. Indeed, high-order and reduced-complexity models all predict that Haig Glacier ceases to exist by about 2080 under ongoing climate warming. High-order physics, however, turned out to be more important in glacier-advance scenarios at Haig Glacier, and simplifications in glacier dynamics may therefore not be applicable in this particular case and in other conditions, such as narrow or steep valley glaciers, glacier with higher flow rates or velocity gradients, and settings where basal sliding is an important component of ice flow.

In order to account for the influence of high-order physics that are missing in the reduced-complexity models, Adhikari calculated empirical correction factors for both dynamical flowline models and statistical volume-area scaling methods. Adhikari also provided new insights into the the volume-area scaling method by systematically quantifying the evolution of scaling parameters themselves. This helps to better understand the observed volume-area relations for ensemble of valley glaciers.

Surendra is a Nepalese national, explaining his fascination with glaciers. He is now a postdoctoral scholar at the California Institute of Technology, where he is exploring the influence of short-term hydrology (e.g, hydraulic-fractures) on ice sheet dynamics. He is also affiliated with Jet Propulsion Laboratory (JPL) for better understanding how solid Earth's response affects the ice sheet dynamics on decade-to-century time scales.


  • Adhikari, S. and Marshall, S.J. 2012b: Glacier volume-area relation for high-order mechanics and transient glacier states, Geophys. Res. Lett., 39, L165052012GL052712 doi.
  • Adhikari, S. and Marshall, S.J. 2011: Improvements to shear-deformational models of glacier dynamics through a longitudinal stress factor, J. Glaciol., 57, 206, 1003-1016 [5].
  • Adhikari, S. and Marshall, S.J. 2012: Parameterization of lateral drag in flowline models of glacier dynamics, J. Glaciol., 58, 212, 1419-1432, [6].
  • Adhikari, S. and Marshall, S.J. 2013: Influence of high-order mechanics on simulation of glacier response to climate change: insights from Haig Glacier, Canadian Rocky Mountains, The Cryosphere Discuss., 7, 1707-1748, [7]


XBeach Applied to Coral Reef

January 2013 - February 2013

Modeling the Transition from Tidal Flat to Salt Marsh

XBeach is a two-dimensional model for nearshore waves and currents, dune erosion, overwashing and eventually breaching of barrier islands as a result of storms. The model has been developed with funding and support by the US Army Corps of Engineers, by a consortium of UNESCO-IHE, Deltares (Delft Hydraulics), Delft University of Technology and the University of Miami. Dano Roelvink, Ap van Dongeren and Ad Reniers are the current main developers, but over 60 scientists and engineers use the model. XBeach has been applied to many casestudies along the Dutch Coast, the US East Coast and worldwide and is increasingly used for the prediction of dune erosion and to evaluate coastal protection measures.

The recent study on the Nigaloo Reef in West-Australia shows that XBeach can be applied to study the hydrodynamics of fringing reef environments. These coral reefs have an important role offshore in the dissipation of wave energy of storms and swells. Simulations needed accounting for the higher roughness of the reef and adjustment the bottom friction parameters, but the modeled wave dynamics compared well against field measurements collected in 2009 along two arrays of wave buoys.

Many of the model developers and users are CSDMS members, but Xbeach also has its own vibrant open-source modeling community and platform. At the CSDMS Annual Meeting 2013, Ad Reniers will teach a clinic on XBeach!


  • Dano Roelvink, Ad Reniers, Ap van Dongeren, Jaap van Thiel de Vries, Robert McCall, Jamie Lescinski, Modelling storm impacts on beaches, dunes and barrier islands, Coastal Engineering, Volume 56, Issues 11–12, November–December 2009, Pages 1133-1152, ISSN 0378-3839, doi:10.1016.
  • Ap Van Dongeren, Ryan Lowe, Andrew Pomeroy, Duong Minh Trang, Dano Roelvink, Graham Symonds, Roshanka Ranasinghe, Numerical modeling of low-frequency wave dynamics over a fringing coral reef, Coastal Engineering, Volume 73, March 2013, Pages 178-190, ISSN 0378-3839, doi:10.1016/j.coastaleng.2012.11.004


River Drainage Patterns Reveal Tectonic Deformation

January 2013

NZ South-small.png

Dr. Sebastien Castelltort of the University of Geneva, with colleagues from ETH, Switzerland and the University of Grenoble apply a landscape evolution model, called Divide And Capture, DAC. DAC is developed by Sean Willett, Liran Goren, Frederic Herman and Jean Braun from ETH. It combines an analytic solution for first order channels with a numerical solution for higher order channels. DAC solves explicitly for the location of the channels’ divide and allows divide migration and channel capturing. The model uses Hack’s law with a stream power law to solve for channel slope. The model allows for experimental investigation of tectonic forcing and climate gradients.

In a recent paper in Nature Geoscience titled: “River drainage patterns in the New Zealand Alps primarily controlled by plate tectonic strain”, DAC was applied to investigate the effect of shear and rotation on evolving river drainage patterns. The model was set up to mimic drainage evolution in the Southern Alps of New Zealand at the convergence of the Australian-Pacific plate boundary.

The model experiments show that rivers along the steep and rainy westflank of the New Zealand Alps rapidly erode and self-organize to remain perpendicularly oriented to the mountain range axis. In contrast, the longer rivers along the eastflank tend to passively rotate with shearing, and record the large-scale plate tectonics over millions of years.

If drainage patterns indeed preserve fingerprints of the crustal strain, modeling could derive geological strain rates and help to identify seismic hazard zones. These model simulations suggests that 30-50% of the relative Australian-Pacific plate motions are distributed east of the prominent Alpine Fault, rather then just localized along the plate boundary.


  • Castelltort, S., Goren, L., Willett, S.D., Champagnac, J-D., Herman., F., and Braun, J., 2012. River drainage patterns in the New Zealand Alps primarily controlled by plate tectonic strain, Nature Geoscience 5, 744-748, doi:10.1038/ngeo1582


Modeling the Transition from Tidal Flat to Salt Marsh

August 2012 - December 2012

Modeling the Transition from Tidal Flat to Salt Marsh

Tidal flats are low-lying intertidal landforms located along the fringes of shallow microtidal basins. Their evolution depends on the balance of sedimentation and erosional processes. Under certain wind wave and tidal current conditions, tidal flats may transition to higher-elevation salt marshes.

Point Tidal Flat is a stochastic point model designed to simulate the geomorphic response of a tidal flat to variable rates of sediment resuspension caused by wind waves and import of sediment by tidal currents. The model explores the balance between erosion and deposition that occurs through time as bottom shear stresses change relative to tidal flat elevation. Point Tidal Flat has been used to demonstrate that the transition from tidal flat to salt marsh occurs abruptly, rather than continuously, when the sediment input reaches a critical value related to the local wind climate and fetch length of a specific basin.

In a paper published in 2007 by Fagherazzi and others, Point Tidal Flat was applied to three different settings with both cohesive and non-cohesive substrates in the Venice Lagoon. Using inputs of total wave and tidal current shear stresses, and different fetch lengths of the three test settings, the model closely predicted the range of the equilibrium elevations required to maintain tidal flat stability. For example, the model calculated an equilibrium elevation of -0.6 m for the Northern Lagoon, which exactly matches the elevation measured in the field. This indicates that any increase in sediment input at this location may cause the tidal flat to become unstable and transition to a salt marsh. Another important aspect of the model is that it allows the separate study of the influence of tidal oscillations on tidal flat equilibrium. In micro- and mesotidal settings, where sediment resuspension occurs mainly by wind waves, the model results emphasize the importance of spring-neap tidal oscillations in generating shear stresses necessary for maintaining tidal flat stability.


  • Fagherazzi, S., Palermo, C., Rulli, M.C., Carniello, L., Defina, A. 2007. Wind waves in shallow microtidal basins and the dynamic equilibrium of tidal flats. Journal of Geophysical Research, 112: F02024, doi:10.1029/2006JF000572.
  • Fagherazzi, S., Carniello, L., D’Alpos, L., Defina, A. 2006. Critical bifurcation of shallow microtidal landforms in tidal flats and salt marshes. Proceedings of the National Academy of Sciences of the United States of America, 103 (22): 8337-8341, doi:10.1073/pnas.0508379103


2011 Mississippi flood deposited large amounts of sand

September - December 2012

Aerialview JNcredit.jpg

Coastal wetland loss in Louisiana proceeds at dramatic rates and has fueled discussions in the science and engineering community on the potential of diverting sand from the Mississippi River into the nearby wetlands to restore and build new land. The 2011 flood in the Mississippi River was the largest flood since the historic 1927 flood, which prompted the construction of the Bonnet-Carre spillway. The spillway has been used approximately once every decade in the 20th century. During the 2011 flood the US Army Corps of Engineers opened the Bonnet-Carre Spillway from May 9th to June 20th and on average 6,010 m3/sec of water was drained towards Lake Pontchartrain, skimming the uppermost 5 m of the river watercolumn. This diversion provides new insights in the efficiency of river water and sediment diversions for mitigation of wetland loss.

Dr. Nittrouer and colleagues of the University of Illinois, Urbana-Champaign published a paper in Nature Geoscience recently, which presents their field data and modeling analysis of the amount of sediment diverted from the main Mississipppi river channel into the spillway area. The image shows the extensive sand deposits near the spillway, tire tracks provide a sense of scale (image courtesy: J. Nittrouer).

The authors find 4.9 * 106 m3 of deposited fine sand, the sand proved to be similar to the sandbar on the adjacent riverbottom. If one calculates average concentration over the 5 m water column with a Rouse model, and subsequently assumes a constant flux over the duration of the spill the predicted volume of sediment deposition would be ~ 5.1 * 106 m3. The authors subsequently compare their modeled concentrations with upstream and downstream measurements of concentrations of sand load in the Mississippi River and estimate that as much as 31-46% of the potential transported load has been diverted, a much higher proportion than would be expected based on the skimming of the uppermost water column. Nittrouer and colleagues point out that the relatively high sand load may have been sourced locally from large subaqeous sandbar located directly adjacent to the spillway in the Mississippi River. They conclude that water and sand diversion structures or spillways can be strategically optimized to deliver sand to the wetland areas relatively more efficiently than previously anticipated.


  • Jeffrey A. Nittrouer, James L. Best, Christopher Brantley, Ronald W. Cash,Matthew Czapiga, Praveen Kumar, Gary Parker. 2012. Mitigating land loss in coastal Louisiana by controlled diversion of Mississippi River sand. Nature Geoscience, 5, 22 July 2012, 534-537. DOI:10.1038/NGEO1525 10.1038/NGEO1525


Tucker receives Ralph Alger Bagnold Medal 2012

June 2012 - July 2012

2012 greg tucker.jpg

Ralph Alger Bagnold (1896-1990) started out his career as a royal military engineer, and spend much of his military career in North Africa and India exploring the desert and pioneering desert travel. He returned to science in 1944, and is most known in the earth sciences community for his contributions to the understanding of sand transport. Bagnold made significant contributions to the understanding of sedimentary structures such as sand dunes, ripples and sandsheets. He developed the dimensionless Bagnold number and well-known Bagnold formula, which relates sand transport to windspeed. Bagnold's passion for science never left him and he continued to publish scientific papers into his nineties. The R.A. Bagnold Medal commemorates his scientific achievements.

We quote the official European Geoscience Union statement on the 2012 Ralph Alger Bagnold Medal to Gregory Tucker: “Greg Tucker has made critical contributions to a large number of topics in geomorphology. He has been one of the pioneers in the use of two-dimensional landscape evolution models. He did not use them to study a particular issue or problem, but rather to explore how basic properties of geomorphic systems could be related to the landforms these systems produced, over a wide range of both temporal and spatial scales. By doing so, he has convincingly shown that geomorphic models that integrate all relevant processes can indeed make a decisive difference in furthering our understanding of landscape evolution. His work was seminal in showing how different processes may interact in order to produce, in some cases, unexpected and counterintuitive results, even when large landforms are considered. A prime example of this is one of his first publications on the modeling of the erosional dynamics of escarpments where he demonstrates that supply-limited conditions are a necessary prerequisite to produce high, long-lived escarpments. Widely cited modeling work of a few years later that he did together with Rafael Bras demonstrated that different assumptions on runoff and sediment production on hillslopes do indeed produce distinctive morphologies and drainage density-relief relationships. Together with Erkan Istanbulluoglo and others he also showed how vegetation potentially modifies long-term landscape response, a fact that is all too often forgotten in long-term landscape studies. Tucker’s contributions, however, are not limited to the study of soil-hillslope-drainage basin interactions. Together with Rafael Bras and others he went on to study the effects of event variability on landscape development, a welcome divergence of the steady-state assumptions that are used in most studies (Tucker and Bras, 2000). Variability has been an important theme in his work ever since Tucker conclusively showed that many aspects of drainage basin behaviour cannot be properly understood if temporal variability in the driving forces is not accounted for. Tucker has not modelled in isolation: throughout his career he has been interacting with field geomorphologists and he has been confronting models with empirical data wherever possible. This led to insightful papers on the factors controlling the development of arroyos (Tucker et al., 2006) as well as insights which may help guiding future erosion studies with cosmogenic nuclides in landslide-prone areas and the interpretation of geoarcheological archives. Finally, Tucker should not only be honoured for his important scientific contributions to geomorphology (the account above is but a small sample) but also for his clear scientific writing. Tucker’s papers excel in clarity, whereby things are looking simple, perhaps simpler than they really are. Many young scientists have been attracted to the theoretical aspects of our discipline through the papers of Tucker, and through the way he has made modeling tools like “Golem” and “Child” trademarks in the geomorphic community.”


  • Tucker, G.E., and Bras, R.L. (2000) A Stochastic Approach to Modeling the Role of Rainfall Variability in Drainage Basin Evolution, Water Resources Research, 36(7), pp. 1953-1964.
  • Istanbulluoglu, E., Bras, R.L., Flores-Cervantes, H., and Tucker, G.E. (2005) Implications of bank failures and fluvial erosion for gully development: Field observations and modeling. Journal of Geophysical Research - Earth Surface, v. 110, no. F1, F01014, doi:10.1029/2004JF000145.
  • Gasparini, N.M., Bras, R.L., and Whipple, K.X. (2006) Numerical modeling of non-steady-state river profile evolution using a sediment-flux-dependent incision model, in Tectonics, climate and landscape evolution, S. Willett, N. Hovius, M. Brandon & D. Fisher, eds., GSA Special Paper 398, Penrose Conference Series, Geological Society of America, pp 127-141.

And for an overview of the field:

  • Tucker, G.E., and Hancock, G.R. (2010) Modelling landscape evolution: Earth Surface Processes and Landforms, v. 35, p. 28-50.


A sediment load model for the world’s drainage basins

June 2012 - July 2012

Suspended sediment yield predicted by the model for the Amazon basin

This model predicts suspended sediment loads, which are critical for assessment of land-use, soil erosion and river sediment discharge. In turn, the incoming sediment greatly affects the state of deltas at the downstream end. The presented model is spatially-distributed, and runs over a 5 arc minute SRTM digital elevation model, which allows better understanding of storage of sediment along its way to the ocean on the decadal timescale. The resolution of the data makes the model appropriate for medium-scale catchments (>1000-10,000 km2) and larger river basins.

One new aspect of the recently published model is the inclusion of vegetation cover by using a Leaf Area Index derived from a gridded remotely-sensed dataset of a Normalized Difference Vegetation Index from 1981-2006. The model then assumes an inverse, but stochastic, relationship between Leaf Area Index and soil detachment, i.e. more leaf layers lead to less erosion potential. Dr. Pelletier innovatively uses a new global datasets for soil texture: the Harmonized World Soils Map (see more info in the CSDMS data repository: Data:HWSD to constrain grainsize parameters which impact efficiency of river transport.

The paper compares model predictions with existing river sediment load databases for natural or pre-dam conditions. The author concludes that the presented simple regression model with two free parameters performs relatively well. Just using one example, the Amazon River shows most of the basin sediment yield originating from the narrow Andes Mountain Range. The model predicts a yield of 140 t/km2 per year close to the Amazon river mouth, whereas the measured yield is 160 t/km2 per year. The author extensively discusses model shortcomings and potential improvements ranging from inclusion of reservoir and dam data, as well as incorporating quantitative relationships for uplift rates and landslides.


  • Pelletier, J.D., 2012, A spatially distributed model for the long-term suspended sediment discharge and delivery ratio of drainage basins. Journal of Geophysical research, 117, F02028, doi:10.1029/2011JF002129.


Elwha River restoration, the largest dam removal project in North America

February 2012 - April 2012

Elwha river restoration.png

Since the dams were built the Elwha River delta has experienced shoreline erosion, reduced sediment available to be moved along the coast via longshore transport, and a coarsening of the delta substrate. Gelfenbaum and others’ simulations predict post dam removal shoreline erosion rates may slow and even stop. A range of sediment sizes will accumulate at rates of up to 1 cm per year near the river mouth. Interestingly while sedimentation rates diminish away from the mouth of the river the tip of a nearby spit of land, Ediz Hook is modeled to receive increased sedimentation rates of approximately 0.5 cm per year. The stability of this hook is critical to the city of Port Angeles, that relies on the natural embayment created by it to provide a calm harbor for ships using the port of Port Angeles, and for others that use it to wait for favorable tides before proceeding on to other ports throughout the Puget Sound region.


  • Gelfenbaum, G., Stevens, A.W., Elias, E., and Warrick, J.A., 2009. Modeling sediment transport and delta morphology on the dammed Elwha River, Washington State, USA. Proceedings of Coastal Dynamics 1-15, doi:10.1142/9789814282475_0109


Reduced-Complexity Model of Delta Formation

February 2012 - May 2012

Model run of the RCM for delta formation
Man Liang, St. Anthony Falls Laboratory, University of Minnesota is the CSDMS 2011 Student Modeler Award winner

Man Liang, of St Anthony Falls Laboratory, University of Minnesota received the 2011 Student Modeler Award for her research titled: ‘A Reduced-Complexity Channel-Resolving Model for Delta Formation.

Liang developed a new model for delta formation, capable of simulating delta channel bifurcation and channel avulsion. The model has probabilistic rules for routing sediment and water packages with a ‘random-walk’ algorithm. The unique aspect of Liang’s model is that one of the rules to drive the probability for the ‘random-walk’ is a simplified version of the shallow water equations. This model design allows a direct hydrodynamic feedback upon an otherwise rule-based model. Liang comments: 'There may be limited physics presented by these simple rules, but the model is designed to be flexible and each building block can be 'upgraded' individually'.

Early model simulations show delta channels freely migrating over a delta plain. Several channels are active at the same time and one distributary channel can slowly evolve to be dominant over time. Comparisons of basic geometry metrics (as proposed by Wolinsky et al., 2010) the roughness of the shoreline generated by the model and the fractal properties of the channel networks compare remarkably well to the young, real-world Mossy delta, which is part of the Saskatchewan delta complex.

Presently, this model is written in Matlab and runs in a few minutes for short experiments to a few hours for higher resolution grids and longer timescales. 'Future plans are to improve upon the existing version and transfer it to a faster and more compliant language and even perhaps to set it up such that it can be run parallel' says Liang.

Model movies:


Watch Man Liangs talk at the CSDMS meeting. click here

Irreversible Peatland Subsidence Depends on Water Management

November 2011 - January 2012

Bridge Foundation Exposed due to Subsidence

Understanding subsidence of peat-rich coastal areas due to bio-oxidation is of great importance, because of increased risk of flooding with rapid sea level rise, because of saltwater intrusion from nearby estuaries and lagoons, and because of net CO2 production with oxidation.
Detailed field observations of ground level and meteorological and soil conditions on peat-rich farmland nearby the Venice Lagoon in Italy over 2002-2006 show that with wetting and drying due to rainstorms significant, but reversible subsidence occurs. Peat expands with wetting and decreases as the water table drops subsequently. These elastic deformations due to pore pressure variations amount upto 5 mm over a few days to 2 weeks, and can be well modeled with a new numerical approach presented in the Journal of Geophysical Research paper (Zanello et al., 2011).
Irreversible loss over the period of measurement amounts upto 30 mm in 4 years. Subsidence has been ongoing over the last 70 years after this area was claimed for agricultural use. The exposed foundation of the small bridge on the photo illustrates how cumulative subsidence can be >1m, it now prohibits efficient drainage. A model quantifies the relationship between peat layer properties, water table (management) and temperature to predict bio-oxidation rates. It was found that most oxidation happens due to dry, warm conditions. The simulations indicate that for a given peat soil, oxidation is mostly influenced by a low water table levels. This result has important implications for hydrological management of peaty lowlands, less subsidence will occur under waterlogged conditions.


  • Zanello, F., Teatini, P., Putti, M., Gambolati, G., 2011. Longterm peatland subsidence: experimental study and modeling scenarios in the Venice coastland. Journal of Geophysical Research, 116, F040002, doi:10.1029/2011JF002010



November 2011 - December 2011

Phosphate Flux to Mississippi Coastal Zone

Importantly, SPARROW is designed to predict changes in water quality that may result from management actions or changes in land use. This model is evolving into a decision-support system for water quality managers. Specifically, SPARROW can be used to link water quality and constituent sources. It can track the transport of constituents to streams and downstream receiving waters, such as estuaries and the coastal zone; the associated figure shows a nice example of modeling the phosphate flux in the Mississippi River Basin that is transported all the way to the Gulf of Mexico.

SPARROW models use regression methods, it needs the observed data of water discharge and solute fluxes to then estimate regression model coefficients that minimize the error between predicted and observed values of annual constituent loads at fixed monitoring sites. This methodology allows exploration of variables that show statistically significant relations to spatial patterns in annual nutrient loads for example. Thus SPARROW can be an objective means of evaluating the relative importance of various watershed charac¬teristics and sources of constituents as predictors of water-quality. Managers can for example assess whether discharges from point sourcesare a stronger predictor of water quality and load than nonpoint-source loads, such as runoff of manure from agricultural areas.

The CSDMS community has several groups working with SPARROW predictions. The Chesapeak Bay modeling community benefits from regional SPARROW predictions and Prof. Jon Goodall, chair of the CSDMS Hydrology Working Group, just published a new software library, PySPARROW, to go with SPARROW to predict transport of nitrogen through a river basin.


  • Alexander, R.B., Smith, R.A., Schwarz, G.E., Boyer, E.W., Nolan, J.V., Brakebill, J.W., 2008, Differences in phosphorus and nitrogen delivery to the Gulf of Mexico from the Mississippi River basin. Environmental Science & Technology, 42, 3, 822–830,
  • Goodall, J., Fay, J., Bollinger Jr., D. 2010. A software library for quantifying regional-scale nitrogen transport within river basin systems, Environmental Modelling. 25, 12, 1713-1721, Doi: 10.1016/j.envsoft.2010.04.007.
  • Hoos, A.B., McMahon, G. 2009, Spatial analysis of instream nitrogen loads and factors controlling nitrogen delivery to streams in the southeastern United States using Spatially Referenced Regression on Watershed Attributes (SPARROW) and regional classification frameworks, Hydrological Processes, Doi: 10.1002/hyp.7323.


Ongoing development and research is reported on the SPARROW USGS Model website:
Model metadata on CSDMS:
The new software library PySPARROW is available at:

New Modeling Textbook

September 2011 - October 2011

Mathematical Modeling Cover

The newly published textbook: “Mathematical Modeling of Earth's Dynamical Systems: A Primer” by Slingerland and Kump helps earth scientists build essential skills to represent Earth surface processes with mathematical and computational models.
The book aims at upper-level undergraduate students, graduate students, and scientists who want to learn how to abstract complex earth systems into sets of dynamic equations. It is clear that the authors do aim at an audience that is familiar with the principles of physics, chemistry, and geology, and expect some background in differential and integral calculus. But the authors stress that little prior modeling experience is needed to use this book; they want to instill a philosophy of science that values quantification as a way of gaining insight. That philosophy rings true. The authors step aspiring modelers systematically through quantitative problem solving process. Firstly, get the physical picture clear while recognizing domains of interest and key factors, then write down the mathematical laws, be aware of the restrictive assumptions, check your units and boundary conditions and lastly verify, validate and solve your model.
Various relevant examples of processes and systems are provided with increasing complexity over the chapters. Slingerland and Kump offer problems over the entire Earth System Science domain in choosing groundwater flow, coastline evolution, sediment transport, radioactive decay, and carbon flux modeling problems as their rich set of examples. Every chapter has modeling assignments for eager modelers to try their newly acquired insight, or for teaching faculty to assign to their students. Slingerland and Kump are the “top chefs” who present a cookbook with their favorite basic recipes for earth surface modelers. Taste these, feed the inner quantitative modeler and enjoy.

The Princeton University Press quotes: "Written by two of the leading researchers in the field, Mathematical Modeling of Dynamical Systems is a must-read for all geoscientists, and not just students. This excellent primer offers bite-size gems of insight into the world of quantitative geosciences applications, covers both mathematical and modeling concepts, and offers practical exercises to build expertise. Course notes and methodologies will be improving across our academies."--James P. M. Syvitski, executive director, Community Surface Dynamics Modeling System


  • Slingerland, R., Kump, L., 2011. Mathematical Modeling of Earth's Dynamical Systems: A Primer.

Princeton University Press. ISBN 978-0-691-14514-3.



August 2011 - September 2011

Strain distribution during rifting

SNAC - StGermaiN Analysis of Continua - is an explicit Lagrangian finite difference code for modeling a finitely deforming elasto-visco-plastic solid in three dimensions. SNAC can solve momentum and heat energy balance equations in 3D solids with complicated rheology. Lagrangian description of motion adopted in SNAC makes it easy to monitor surface deformation during a crustal or continental-scale tectonic event as well as introduce surface deformation into other earth surface processes models. The example shows calculated strain distribution over a deformed block, of 100 by 100 by 20 km. The modeled block is undergoing oblique rifting, and the resulting warped surface topography is shown.

SNAC simulations helped explain that the intricacies of orthogonal topographic and fault patterns characteristic of mid-ocean ridge surfaces result the competing tension of cooling of young oceanic crust and spreading. The ratio between the tension due to thermal stress and the spreading-induced tension determines whether ridge segments overlap and bend towards each other, or whether they are connected by a transform fault.

SNAC has been released under the GNU General Public License and has recently been contributed to the CSDMS repository. The model can be run on a single processor as well as on multiple processors. Choi presents performance details with his source code.


  • Choi, E., L. Lavier, and M. Gurnis (2008), Thermomechanics of mid-ocean ridge segmentation, Phys. Earth Planet. Inter., 171, 374-386, (dx. doi. org/ 10. 1016/ j. pepi. 2008. 08. 010).


Meet the developer:
Ongoing development is reported on the SNAC Model website:

Where do Salmon thrive?

June 2011 - July 2011

Chinook Salmon

The Merced River in the Central Valley of California has been highly impacted by damming, gravel mining and placer mining over the last 150 years. River restoration projects along the Robinson Reach of the Merced River have focused on restoring the river to more natural conditions by excavating a 2.25km long single-thread, meandering channel with riffles and pools. Restoration was completed in January 2002. Dams in the upstream areas still dominate the flow conditions, with short releases of high water and mostly sustained low water. Two more extensive spring flood events with sustained overbank flows for several weeks occurred post-restoration.

A team of scientists from University of California, Santa Barbara, the California Polytechnical State University and the University of Wyoming used repeat observations of channel morphologies to condition flow simulations with FastMech-the Multidimensional Surface Water Modeling System developed by the USGS (a.o. Barton et al., 2005). Harrison and co-authors coupled the flow simulations to habitat criteria for Salmon spawning and rearing. Salmon prefer shallow riffles of ~50 cm for spawning, whereas optimal young salmon rearing habitat is in pools greater than 75 cm depth with lower flow velocities. Model simulations showed that substantial bar growth and migration occurred during the two flood events. Pointbars that were formed during flood are now favorable habitats at low flows, especially for spawning; 70% of the restored river stretch now has good habitat conditions for spawning. The coupled model predictions show that the restored channel has still less optimal conditions for Salmon rearing. Juvenile salmon need small-scale morphological features, which slow down the flow velocity.


  • Harrison, L. R., C. J. Legleiter, M. A. Wydzga, and T. Dunne (2011), Channel dynamics and habitat development in a meandering, gravel bed river, Water Resour. Res., 47, W04513, doi:10.1029/2009WR008926.
  • Barton, G. J., R. R. McDonald, J. M. Nelson, and R. L. Dinehart (2005), Simulation of flow and sediment mobility using a multidimensional flowmodel for the white sturgeon critical habitat reach, Kootenai River near Bonners Ferry, U.S. Geol. Surv. Sci. Invest. Rep., 2005‐5230.



June 2011 - July 2011

Calving Glacier in East Greenland

Tidewater glaciers advance sometimes by kilometers a year, and icebergs calve off glacier fronts into fjords. As an example, Kangerdlussuaq glacier in East Greenland advanced 5-6 km/year between 1966 – 1995, and accelerated to reach rates of 13-15 km/yr. Calving results in tremendous fluxes of icebergs that drift in the fjords and slowly melt, thereby releasing freshwater and all the sediment carried within the glacier ice. SedBerg developed by dr. Ruth Mugford of Scott Polar Research Institute simulates calving as a stochastic process, it generates a log-normal distribution of icebergs to be released into a fjord. A unique aspect of the SedBerg Model is that it takes into account sediment fluxes generated by icebergs. Newly formed icebergs inherit sediment as both basal debris (about 50% sediment concentration by volume), whereas the bulk of the berg consists of englacial ice, and only carries very low sediment concentrations of less than 0.001% by volume. Iceberg drift through the fjord is modeled by applying the equation of motion; thus bergs move as a function of wind and water drag and waves. Sediment melts out based on solar radiation and variable ocean temperature. The model was tested for Kangerdlussuaq fjord, where there are datasets of ocean temperature, waves and tidal currents as well as calving rates. The model shows that roughly 20% of representative icebergs melt while in Kangerdlussuaq fjord, whereas around 75% of the icebergs leave the fjord to reach the continental shelf. Model predictions of sedimentation rates over the last 1500 years demonstrated a reasonable match with a fjord bottom core. Model experiments emphasize that glaciological conditions, such as calving rate and the presence or absence of basal sediments dominate the signal, whereas air and water temperature changes results in a smaller response.


  • Mugford, R. I., and J. A. Dowdeswell (2010), Modeling iceberg-rafted sedimentation in high-latitude fjord environments, J. Geophys. Res., 115, F03024, doi:10.1029/2009JF001564.


Meet the developer:
Download this model from CSDMS repository: Model:SedBerg
Vote to prioritize this model to be incorporated into CMT here...

Retreating Arctic Coasts

April 2011 - June 2011

Coastline of North Alaska

The coastline in Arctic regions reacts to climate change with widespread increased erosion by 0.5 m per year. Coastal change is particularly dramatic in the Laptev, East Siberian and Beaufort Seas, where coastal erosion rates reach more than 14 m/year. Since around a third of the world’s coasts are located in the Arctic permafrost, coastal erosion may affect enormous areas in future. In general Arctic coasts react more sensitively to global warming than coasts in the mid-latitudes. Up to now these coasts have been protected against the eroding force of the waves, and warm sea water by sea ice cover. Due to the continuous decline in sea ice area extend, this protection is jeopardized.

Two thirds of the Arctic coasts consist of frozen sediments. And precisely these coasts are extremely hard hit by erosion. As a rule, Arctic regions are quite thinly populated. However, as nearly everywhere in the world, the coasts in the far north are important axes for economic and social life. The growing need for global energy resources as well as increasing tourism and freight transport additionally intensify anthropogenic influence on the coastal regions of the Arctic. For wild animal stocks, like the great caribou herds of the north, and the widespread freshwater lakes near the coast progressive erosion brings about significant changes in ecological conditions. More than thirty scientists from ten countries were involved in preparing the 170-page status report entitled “State of the Arctic Coast 2010”. The study was initiated and coordinated by the International Arctic Science Committee (IASC), the international joint project Land-Ocean Interactions in the Coastal Zone (LOICZ), the International Permafrost Association (IPA) and the Arctic Monitoring and Assessment Programme (AMAP) working group of the Arctic Council.


Movies of coastal retreat can be found in the CSDMS EKT repository:


April 2011 - May 2011

Estuarine Circulation Modeled with Delft3D

Delft3D is a 3D modeling suite, originally developed for engineering applications, to investigate hydrodynamics, sediment transport and morphology and water quality for fluvial, estuarine and coastal environments. As of January 1st, 2011, the Dutch research and consulting institute Deltares announced that the Delft3D flow (FLOW), morphology (MOR) and waves (WAVE) modules are available in open source. Delft3D software has a number of open-source pre and post-processing tools that are just coming online, or are under development to become open source in 2012.
However, the three core engines of Delft3D are all now already available to users for new development.
The FLOW module is the engine of Delft3D. It simulates multi-dimensional (2D or 3D) hydrodynamics, to calculate non-steady flow and transport phenomena resulting from tidal and meteorological forcing on a curvilinear, boundary fitted grid or spherical coordinates. The morphology, i.e. MOR, module computes sediment transport for both suspended and bed load and morphological changes for an arbitrary number of cohesive and non-cohesive fractions. Currents and waves act as driving forces and a wide variety of transport formulae have been incorporated. For the suspended load this module connects to the 2D or 3D advection-diffusion solver of the FLOW module. An essential feature of the MOR module is the dynamic feedback with the FLOW and WAVE modules, which allow the flows and waves to adjust themselves to the local bathymetry and allows for simulations on any time scale from days (storm impact) to centuries (system dynamics). It can keep track of the bed composition to build up short stratigraphic records.


  • Lesser, G., Roelvink, J., Van Kester, J. & Stelling, G. Development and validation of a three-dimensional morphological model. Coast. Eng. 51, 883_915 (2004).
  • Dastgheib, A., Roelvink, J. A. & Wang, Z. B. Long-term process-based morphological modeling of the Marsdiep tidal basin. Mar. Geol. 256, 90_100 (2008).
  • van Maren, D. S. Grain size and sediment concentration effects on channel patterns of silt-laden rivers. Sedim. Geol. 202, 297_316 (2007).
  • Marciano, R., Wang, Z. B., Hibma, A., de Vriend, H. J. & Defina, A. Modeling of channel patterns in short tidal basins. J. Geophys. Res. 110, F01001 (2005).


Join the Delft3D open source user community and download the code:

Boom-and-bust cycles of barrier island retreat

December 2010 - April 2011

Galveston Barrier Island, on September 9, 2008. Ike made its final landfall near Galveston, Texas. Galveston experienced a bust after a major 1900 storm, but recovered as a tourist resort from the 1930’s onwards. It remains vulnerable today.

Barrier Islands, the low-lying sandy strips separated from the coast by a lagoon, are a favorite location to build beach resorts. Whereas a natural barrier system would steadily migrate with sea-level rise, barriers evolution is now dynamically coupled to human action to prevent storm erosion. CSDMS scientist Dylan McNamara, currently at the University of North Carolina, has been on the forefront of coupled modeling of barrier island physical processes and human factors such as hazard mitigation driven by market development.

McNamara’s model shows that barrier island are maintained at unnaturally low elevations and that this situation filters out the frequent small responses to storm events, but that the inherently instability creates longterm boom-and–bust cycles of barrier island retreat.


  • McNamara, D. and Werner, B., 2008. Coupled Barrier Island-Resort Model: 1. Emergent instabilities induced by strong human-landscape interactions. Journal of Geophysical Research – Earth Surface, 113, F01016, doi:10.1029/2007JF000840.
  • McNamara, D. and Werner, B., 2008. Coupled Barrier Island-Resort Model: 2. Tests and predictions along Ocean City and Assateague Island National Seashore, Maryland. Journal of Geophysical Research – Earth Surface, 113, F01017, doi:10.1029/2007JF000841.


TURBINS: An immersed boundary, Navier-Stokes code for the simulation of gravity and turbidity currents

February 2011 - April 2011

Time evolution of the c = 0.25 concentration isosurface for a lock-exchange gravity current at Re = 2,828. The current interacts with a Gaussian bump on the seafloor, spanwise instabilities and three-dimensional vortical structures appear in the frontal and wake regions of the current (from Nasr-Azadani and Meiburg (2011))
Mohamad Nasr-Azadani of the University of California, Santa Barbara is the CSDMS 2010 Student Modeler Award winner

Turbidity currents are sediment-loaded, underwater currents that flow along the seafloor slope, and due to their rare and destructive nature, field observation are notoriously difficult. Consequently, numerical models are key tools for the exploration of turbidity current dynamics. TURBINS (by Mohamad Nasr-Azadani of the Univ. of California, winner CSDMS 2010 student modeler award) is such a model; capable of modeling turbidity currents interacting with complex topographies both 2D and 3D. A turbidity current is a current of dense, sediment-laden water moving underwater along a seafloor slope. These currents move because it has a higher density than the ocean water through which it flows. The driving force of a turbidity current is obtained from the sediment, which renders the turbid water heavier than the clear water above. Seafloor turbidity currents maybe triggered by earthquakes , slumping and sediment laden rivers.
Turbidity currents can be maintained for hours or even days, transport many km3 of sediment, and propagate over distances up to 1,000km. The sediment deposits generated by these currents, known as turbidites, extend over tens or even hundreds of kilometers along the bottom of the ocean, and they frequently are hundreds of meters deep. The interaction between turbidity currents and their deposits via erosion and deposition results in the formation of pronounced topographical features on the seafloor, such as channels, gullies, levees and sediment waves. Due to the infrequent and unpredictable occurrence of turbidity currents in remote, deepwater areas, and their destructive nature, field data regarding their structure and evolution are very difficult to obtain. Consequently, in addition to laboratory experiments, high-resolution simulations have become an important tool for the exploration of their dynamics.
The computational effort required for turbidity current and gravity flow simulations is largely a function of the Reynolds number Re = UH/ν, where U represents the front speed, H is a measure of the current height, ν denotes the kinematic viscosity of the fluid, usually water. Direct Navier-Stokes simulations typically can reach Reynolds numbers of Re~(103 − 104), which makes it impossible to simulate geophysical turbidity currents in the ocean, which can reach highly turbulent flows with Re ~(109). These orders of magnitude make clear the need for large-scale, massively parallel simulations, combined with accurate turbulence modeling efforts.
The present investigation describes the development and validation of a computational code called TURBINS (TURBidity currents via Immersed boundary Navier-Stokes simulations), which addresses many of the above needs. TURBINS, a highly parallel code written in C, is capable of modeling gravity and turbidity currents interacting with complex topographies in two and three dimensions. Accurate treatment of the complex geometry, implementation of an efficient and scalable parallel solver, i.e. multigrid solver via PETSc and HYPRE to solve the pressure Poisson equation, and parallel IO are some of the features of TURBINS. An example is shown in Figure 1, a gravity flow hits an obstacle on its flowpath and 3D vortices appear the the front and wake of the current.
TURBINS enables us to tackle problems involving the interaction of turbidity currents with complex topographies. It provides us with a numerical tool for quantifying the flow field properties and sedimentation processes, e.g. energy transfer, dissipation, and wall shear stress, which are difficult to obtain even at laboratory scales. By benefiting from massively parallel simulations, we hope to understand the underlying physics and processes related to the formation and deposition of particles due to the occurrence of turbidity currents.


  • M.M. Nasr-Azadani, E. Meiburg, TURBINS: An immersed boundary, Navier-Stokes code for the simulation of gravity and turbidity currents interacting with complex topographies, Computers & Fluids 45, 14-28 (2011), doi:10.1016/j.compfluid.2010.11.023.


Read More on the project of parallel modeling of Turbidity Currents

TopoFlow, a spatially-distributed hydrologic model

December 2010 - January 2011

Simulated drainage network, color provides magnitude of water discharge

TopoFlow is a 2D spatially-distributed hydrologic model that simulates physical processes in a watershed to predict how various hydrological variables evolve: snowmelt, precipitation, evapotranspiration, infiltration, channel/overland flow, shallow subsurface flow and flow diversions. It allows investigation of hydrological responses to climatic forcings. Time evolution for single pixels (like hydrographs), sets of user-selected pixels, or entire grids (as animations) are all supported as output options. TopoFlow 3.0 is developed by Scott Peckham and became available in 2010 as a set of over 20 plug and play components that can be used with the CSDMS Modeling Tool (CMT). The components, can be either run as standalone or linked, and have successfully been linked to other models like a valley glacier model, GC2D. The model can be run for a specific storm event or up to a year or longer if necessary. Test datasets are available when using the CMT tool by choosing one of the example configurations in the file menu. Each of the TopoFlow components in the CMT has a configure button, so parameter settings can be changed easily. Help documentation is written and can be started from the CMT to guide the user in setting the various parameter if needed.


Peckham, S.D., 2008. Geomorphometry and spatial hydrologic modeling (Chapter 25), In: Hengl, T. and Reuter, H.I. (Eds), Geomorphometry: Concepts, Software and Applications. Developments in Soil Science, vol. 33, Elsevier, 579-602 pp.


TopoFlow model questionnaire
Source code (python as well as IDL)
More info on the CSDMS Modeling Tool (CMT)