Model description paper 09 Apr 2021
Model description paper  09 Apr 2021
Rapid development of fast and flexible environmental models: the Mobius framework v1.0
 ^{1}Norwegian Institute for Water Research, 0349 Oslo, Norway
 ^{2}Norwegian Institute for Water Research, 4879 Grimstad, Norway
 ^{1}Norwegian Institute for Water Research, 0349 Oslo, Norway
 ^{2}Norwegian Institute for Water Research, 4879 Grimstad, Norway
Correspondence: Magnus Dahler Norling (magnus.norling@niva.no)
Hide author detailsCorrespondence: Magnus Dahler Norling (magnus.norling@niva.no)
The Mobius model building system is a new opensource framework for building fast and flexible environmental models. Mobius makes it possible for researchers with limited programming experience to build performant models with potentially complicated structures. Mobius models can be easily interacted with through the MobiView graphical user interface and through the Python programming language. Mobius was initially developed to support catchmentscale hydrology and waterquality modelling but can be used to represent any system of hierarchically structured ordinary differential equations, such as population dynamics or toxicological models. Here, we demonstrate how Mobius can be used to quickly prototype several different model structures for a dissolved organic carbon catchment model and use builtin autocalibration and statistical uncertainty analysis tools to help decide on the best model structures. Overall, we hope the modular model building platform offered by Mobius will provide a step forward for environmental modelling, providing an alternative to the “one size fits all” modelling paradigm. By making it easier to explore a broader range of model structures and parameterisations, users are encouraged to build more appropriate models, and in turn this improves process understanding and allows for more robust modelling in support of decision making.
Environmental models are increasingly used both to formalise the current state of scientific knowledge and to support policy and practical decision making. There is therefore a strong need for robust models. Presentday system knowledge, new data sources (for instance from remote sensing), and the practical experience of many modellers suggest that model structure and complexity should be tailored to the system of interest based on (i) the research or policy question of interest, (ii) the response characteristics of the system, and (iii) the availability of observational data. When developing a model application, a compromise therefore needs to be reached between the realism with which natural processes are represented as a set of equations, whether those processes are important for the specific objectives of the modelling exercise, whether it is computationally feasible to represent those processes, and whether data are available to evaluate the hypotheses put forward by the model (Clark et al., 2015). Within catchment hydrology and waterquality modelling, for example, the dominant processes that dictate the system response to external drivers vary according to the scale of interest, with different processes revealing themselves to be the main driver as scale increases from plot to hillslope to catchment (e.g. Sivapalan et al., 2003). Appropriate process representation may also vary from catchment to catchment (Kavetski and Fenicia, 2011; Wagener et al., 2007). Despite this, many popular waterquality models provide limited flexibility for customising model structure. For example, spatially semidistributed models typically allow users to define their own hydrological response units (HRUs), but the process representation within each HRU is essentially fixed. It is common for users to make implicit changes to the model structure, for example by setting parameter values to zero or ± infinity, but this approach is both inflexible and opaque. Inflexible model structures are problematic when attempting to generalise complex models developed in areas with detailed monitoring data to less wellstudied regions with sparse data. Overfitting is a serious problem for many environmental models and several authors have expressed concerns regarding testability or falsifiability of model simulations (see, e.g. Kirchner, 2006). The predominance of inflexible model structures has led to a vast number of models, often developed for a specific location or to answer a specific question and then (perhaps inappropriately) transferred elsewhere (e.g. hydrology models are considered in Beven, 2012). To tackle this issue, calls have been made for opensource community models (e.g. Mooij et al., 2010; Weiler and Beven, 2015) and/or socalled “models of everywhere”, where the idea is to move from generic models that are customised to particular locations, for example through appropriate parameterisation, to models that are specific to particular places (Blair et al., 2019).
Modular (or flexible) modelling systems try to address these issues by providing a unified computational environment within which models can be developed and therefore offer an attractive and increasingly popular alternative to the “one size fits all” paradigm. A welldesigned framework makes it possible to quickly explore alternative model structures and to explicitly customise existing models for specific applications. Model evaluation and comparison then become significantly easier, as all model variants can use the same input and output data formats and share components of the same code base where appropriate. The user can therefore be certain that differences in output are due to intended structural changes and not to implementation differences (e.g. in data preprocessing, secondary model components, or numerical solving schemes), meaning more significant scientific insight can be gained when comparing alternative process representations (Mooij et al., 2010). Modular frameworks also make it possible for users to extend or combine previously developed models, for example by quickly developing multiple variants of a waterquality model, all underpinned by the same hydrology module.
Although modelling frameworks have many advantages compared to traditional (fixed structure) approaches, they are difficult to implement in practice as building a flexible, generalisable framework requires considerably more programming expertise than building a static model. Many modellers have skills in interpreted languages such as Python or R, which are reasonably wellsuited to rapid prototyping of alternative model structures. However, exploring uncertainty in model predictions, or formally comparing model structures, typically requires methods such as Bayesian MCMC, which involves running each model thousands or even millions of times. This can be a big limitation for models coded in interpreted languages, which are comparatively slow. One solution is to build models using compiled languages like C++ or Fortran, but many modellers lack the time or inclination to develop the necessary programming skills.
This paper presents a new modelling framework, Mobius, which allows flexible and fast model building by researchers with a relatively basic level of programming. Mobius models meet modern demands for computational speed and allow for the complexity of process representation to be varied depending on progressing system knowledge, research question, or scale. Several hydrological model building frameworks exist to date, such as FUSE (Clark et al., 2008), SUPERFLEX (Fenicia et al., 2011), FARM (Euser et al., 2013), and SUMMA (Clark et al., 2015). These all allow predefined components to be connected in userspecified ways to create a model, with a focus on catchment hydrology. The framework presented here takes these existing approaches further, allowing the user to define any component or process. It is therefore, to our knowledge, one of the first frameworks to be fully generalisable; although initially developed to support catchmentscale hydrology and waterquality modelling, it can be used to represent any system of hierarchically structured ordinary differential equations (ODEs), such as population dynamics or toxicological models. Moreover, the Mobius framework does more of the heavy lifting of organising the program structure than what we find in other frameworks. The user can create models with a complex structure without having to organise that structure explicitly using programming architecture. A range of popular hydrology and waterquality models have already been implemented in Mobius, for instance the INCA family of models (Futter et al., 2007, 2014; JacksonBlake et al., 2016; Wade et al., 2002; Whitehead et al., 1998) and the Simply models (JacksonBlake et al., 2017); these are available to use either as standalone models or as starting points for further development and customisation.
In the remainder of the paper, we first describe the core of the Mobius framework (Sect. 2). We then describe tools for interacting with Mobius models, including the MobiView application (Sect. 3.1.1), a userfriendly graphical user interface (GUI) compatible with all Mobius models, and the Mobius Python wrapper (Sect. 3.1.2), which provides Python bindings to core Mobius functionality and incorporates many powerful optimisation and uncertainty estimation tools from the Python ecosystem. We then demonstrate the utility of Mobius by developing a new illustrative dissolved organic carbon catchment model, including rapid development of a variety of potential model structures, and using the tools available through the Python wrapper to choose an appropriate structure for model application in a Norwegian catchment (Sect. 3.2). We also include a model run speed benchmarking test to demonstrate that performance is only marginally compromised by the increase in flexibility (Sect. 3.3). We finish by discussing the current scope and limitations of the framework, as well as future plans (Sect. 4).
Mobius is a general framework for building models consisting of ordinary differential equations (ODEs) and equations evaluated only once per time step (discrete time step equations). Only limited programming knowledge is needed to build or modify Mobius models. When building a Mobius model, the user specifies what state variables are in the model and what equations govern these. Equations can depend on the values of input time series, such as meteorological forcings, and be tuned using parameters. The core Mobius framework is built using highly optimised C++ code, but users can create new models or adapt existing ones by adding new model equations, parameters, inputs, and dependencies between these, without having a detailed understanding of C++.
When programming models without a framework one must typically do a significant amount of work when adding in new processes or parameters. This may involve putting the mathematical equations in the right place in the model evaluation code or even restructuring the model evaluation code, recording the value of the equations at each time step for later exporting, packing various values into structures for use inside ODE integrators (something that can be daunting to inexperienced programmers), updating parameter file formats and parsers, and updating the code that exports the result time series to the desired final format. Any user interface or plotting code that is designed to visualise the new process will typically also need updating. The Mobius framework automatically takes care of these things, allowing the researcher to focus only on the mathematical formulation of the processes. Even with this flexibility, run speeds are comparable to customcoded C++ models and considerably faster than models written in languages such as Python or R (see Sect. 3.3).
The framework exposes two application programming interfaces (APIs): the
model builder API and the model interaction API. The model builder API
allows for specification of models and modules. Finished models can be
interacted with through the model interaction API. The following is an
overarching description. More detail is given in “Documentation\model_builder_documentation.pdf” in the
Mobius repository. The core implementation is described in the
“Documentation\framework_implementation_documentation.
pdf” and in the source code
itself (see Sect. 5).
2.1 The model builder API
The model builder API allows a model creator to register model entities by name (a string) and associate metadata with them. Each registration procedure returns a handle that is used to refer to that entity. Model entities include parameters, input time series, and equations (state variables).
The code that is used to evaluate each equation is provided inline in the model building code. Each equation can use the (present or past) value of other entities that have been registered by referring to them by their handles. Each equation must return a single value per evaluation. In the simplest case, each equation is evaluated once per time step, resulting in a time series. An equation that is registered as an ODE is instead integrated over the time step, typically using smaller substeps (the size of the subtime steps can depend on convergence criteria).
In more complicated setups, parameters and inputs can index over one or more index sets. Index sets can be viewed as “response units” in a loose way, meaning for instance a river reach or subcatchment in a catchment model, a size class or species in a biological population model, or a grain size and density class for microplastic particles. For example, in a catchment model some processes may have different parameterisations depending on landuse class or subcatchment. The landuse index set could then contain the indexes “Forest” and “Agricultural” to allow for separate evaluation of the common processes for these two landuse types.
The equations are automatically distributed over autogenerated arrangements of batches. Batches are groups of equations that are evaluated for each (tuple of) index(es) in some collection of index sets:

If an equation uses the (current time step) output of another, it will be evaluated after it.

An equation will be indexed by all the index sets that index the entities whose values the equation uses.

Equations are grouped into batches that index over the same index sets if they can be ordered consecutively according to the above criteria. In special cases, batch grouping is also determined by what ODE solver is used.
For instance, if an equation depends on a parameter that has a separate value per “Landscape unit”, then that equation will also have a separate value per “Landscape unit”. Furthermore, special types of equations and value access syntax allows an equation to aggregate the value of another equation over an index set or access values of entities from a different tuple of indexes to the one being currently considered. In this way, one can for instance let flow from different parts of the landscape go into a single river.
As an example, say that one wants to describe the input of water to the soil q_{in}, which in this example is different per landuse class. Let i be the time step (daily in this case, but the framework allows for configurable time step sizes) and let u be a landuse class. Let p_{rain} be the amount of rain per day and t_{air} be the air temperature (these could be input time series; in this short example we omit how we compute snow fall). Let DDF_{melt} be a degreeday factor for snow melt (a parameter) and let d_{snow} be the computed snow depth. Then a simple equation describing the water input to soil could be
This system can be added to a Mobius model as follows (code for computing snow depth and registration of units is omitted).
Since the “Degreeday snow melt factor” belongs to the “Snow parameters” parameter group, which is set to index over the “Landscape units” index set, the equation “Water input to soil” will (when the model is later run) be evaluated per landuse class since it uses the value of this parameter. If one also makes it so that “Rain fall” is indexed over the “Subcatchment” index set, the equation is evaluated per pair of (landscape unit, subcatchment) indexes. Setting the index set dependencies of inputs can even be done during the model interaction stage, such as through an input file. Note that “Degreeday snow melt factor” is given a unit and default min and max values. These are not used in the model run, but they are metadata that can, e.g. be displayed in a UI to guide the model user.
What indexes each index set contains can be specified during the later model interaction step, where they can, e.g. be loaded from a parameter file or set by a GUI. Landuse and riverconnectivity structure in a catchment model, for example, can thus be specified without changing or recompiling the model.
ODE equations are organised into batches by the framework depending on the selected integrator algorithm. At present, one Runge–Kutta 4 ODE integrator based on the DASCRU algorithm (Wambecq, 1978) is bundled with Mobius and there are wrappers for the Boost Odeint solvers (Ahnert and Mulansky, 2011). Other solvers can be made accessible in Mobius without having to modify the core framework code.
When a model is run, all state variables (equations) are recorded each time step, resulting in a time series corresponding to each of them. When equations are evaluated for multiple indexes, a time series is produced for every index combination. In this way you may for instance get a separate “Soil water volume” time series for each subcatchment and landuse class in a hydrology model. This exhaustive recording facilitates introspection into model processes, for instance in the MobiView user interface (Sect. 3.1.1), which can be used during all stages of model development. This way, a model can be built iteratively, adding one process at a time and assessing how it performs.
The modular system in Mobius allows various modules to be combined. A module is simply a procedure that registers entities with a model and provides the associated equation code. A module can access entities that were registered in other modules. This is done by obtaining the handle to the other entity by loading it from its string name. One benefit of the fact that the framework organises the main evaluation loops of the model is that ODE equations from a module can be solved in the same ODE integrator batch as the ODE equations from another module without any effort by the model creator. In this way one module can extend the ODE systems of another, creating a larger coupled set of equations or even override individual equations from the other module without creating a separate version of the source code of that other module.
2.2 The model interaction API
Any model created using the model builder API can be compiled to a dynamically linked library (.dll on Windows, .so on Linux) or can be included into another C++ project. The model interaction API (which is exported through the library) can be used to create programs that use the model for specific purposes. We have created a wrapper for the API in the Python programming language (Sect. 3.1.2). It is possible to call these functions from any language with a C foreign function interface. Some of the things one can do with this API are:

Create a “dataset” object that can be structured for a concrete setup of the model with given parameter values and input time series.

Set specific index set structures in the dataset. In catchment models this allows for setting up the riverstructure and landuse classes.

Run the model one or more times with a given dataset. One can also make threadsafe (and fast) copies of the dataset to run the model multiple times in parallel.

Read the resulting time series of any model equation (for a given index tuple corresponding to this equation's index set dependencies).

Read the full structure of the model and accompanying metadata that was registered in the model building process. One can, e.g. extract a list of the names of all the parameters or equations, their units, descriptions, index set dependencies, etc.
Model entities are interacted with by referring to the string name that they were registered with. Mobius supports a custom text format for parameter and input files that is tailor made to be convenient to edit by hand. A json format for parameter and input files is also supported, which could for instance be used for serialisation and web communication. The API also makes it easy to add support for new file or data formats.
The MobiView user interface (Sect. 3.1.1) is an example of a program built using this API. Other options are making command line applications, R modules, (for instance using Rcpp; see Eddelbuettel and François, 2011), wrappers to other languages, or complex setups such as running the same model for multiple climate scenarios, sensitivity analysis, ensemble runs of multiple models, or autocalibration (more on this in Sect. 3.1.2). The API can also be used to couple Mobius models to models that were not created in Mobius.
3.1 Tools for convenient interaction with Mobius models
Compiled Mobius models can be interacted with in two userfriendly ways, using a GUI or Python.
3.1.1 MobiView GUI
The MobiView GUI can interact with any model that is compiled using the standard Mobius .dll interface. It is ideal for model users and developers to quickly explore Mobius model parameters, equations, and inputs, and to carry out manual calibration. The GUI displays a structured organisation of parameters, associated descriptions, and recommended ranges. It is easy to find parameters using a name search. The workflow for manual calibration is convenient: the user can update a parameter value, then click a button (or keyboard hot key) to rerun the model and immediately see the results in the plot view (Fig. 1).
There are various plot modes and ways to customise the plotting to be able to analyse the model result time series. For instance, the user can switch between daily values and monthly and yearly aggregations. There are also residual plots, residual distribution histograms, and quantile–quantile plots for analysing the performance of a result time series compared to an observed time series. MobiView computes several different goodnessoffit statistics (including, for example bias, mean absolute error, mean squared error, and Nash–Sutcliffe efficiency; Nash and Sutcliffe, 1970). Any observation time series can be loaded for use in calibration. Other features include visualisation of branched river structures (for hydrology models), ability to export results to csv formats, customisation of plot visual layout, and export of plots to image or pdf formats.
MobiView is developed using the Ultimate++ framework and the ScatterCtrl package (http://ultimatepp.org, last access: 2 February 2021).
3.1.2 Python wrapper and integration with model autocalibration and uncertainty analysis packages
Users can interact with compiled Mobius models using a Python wrapper. Python is a highlevel programming language well suited to rapid development and prototyping, as well as being more accessible to domain scientists than compiled languages such as FORTRAN or C++. Python also offers a wide range of additional packages, including tools for model optimisation, calibration, and uncertainty analysis. ODEbased models implemented in “pure” Python often suffer from poor performance. By implementing the model using Mobius and communicating with it via the Python wrapper, users can therefore benefit from both the performance of C++ and the flexibility and modules available in Python. Although the wrapper adds a small computational overhead, it generally offers excellent performance because for most ODEbased models with realistic levels of complexity, the main performance bottleneck will be running the model itself and not communicating through the Python interface.
The wrapper makes it easy for users to modify input time series and parameter values, run the model, and extract time series of results. This makes it convenient to script many types of sensitivity and uncertainty analysis setups that are reusable across different models. Functions are provided for plotting and visualising outputs, and for calculating a range of commonly used goodnessoffit statistics. It is also straightforward to connect Mobius models to other tools in the Python ecosystem and to parallelise multiple model runs across many processes or cores. For example, autocalibration can be implemented by defining a Python function to update parameter values, run the model, and return an appropriate summary of the results (such as the sum of squared errors). This “loss function” can then be minimised using any of the tools available via Python.
The current Python wrapper provides access to generic functions to aid model autocalibration and uncertainty estimation. Key dependencies are the Python packages lmfit (Newville et al., 2014) and emcee (ForemanMackey et al., 2013). Lmfit offers a consistent interface to a range of optimisers (Levenberg–Marquardt, Nelder–Mead, etc.) as well as providing a “Parameters” class that allows users to define plausible parameter ranges (e.g. “priors” in the context of a Bayesian analysis) and choose which model parameters should be varied and which fixed. Autocalibration using lmfit is typically fast and most optimisers return estimates of confidence intervals for the fitted parameters. It therefore provides an excellent starting point for further investigation. For more complex models with potentially multimodal likelihoods or posterior distributions, or for users wishing to explore parameterrelated uncertainty in more detail (e.g. by explicitly specifying a likelihood function), emcee provides a stateoftheart Markov chain Monte Carlo (MCMC) algorithm based on the affineinvariant ensemble sampler (Goodman and Weare, 2010). Emcee's ensemble sampler supports various methods for parallelisation and is wellsuited to exploring the complicated and inhomogeneous posterior distributions characteristic of many ODEbased environmental models. Although more computationally intensive than optimisation, sampling using MCMC provides much richer information describing the (Bayesian) posterior probability of the model's parameters, given the calibration dataset and the underlying assumptions. The Python wrapper includes functions for visualising MCMC chains and creating “corner plots” of the posterior distribution, which provide valuable diagnostic information that can be used to inform iterative refinement of the model structure within the core Mobius framework. We give examples of how this can be used in Sect. 3.2.4.
A convenient approach to interacting with Mobius models via the Python wrapper is to use Jupyter Notebooks (Kluyver et al., 2016), which provide an effective platform for welldocumented, shareable, and reproducible modelling workflows. The Mobius GitHub repository (see Sect. 5) provides example code illustrating how to interact with models via the Python wrapper, including autocalibration of the nutrient model SimplyP (see the “PythonWrapper\SimplyP\simplyp_calibration.ipynb” file in the repository).
3.2 Rapid model development – a case study
We now demonstrate how Mobius can be used to easily build a variety of model structures and then how the tools made available through the Python wrapper can be used to decide on an appropriate model structure for a particular study area, given the observed data available. To illustrate this, we will develop some simple example alternative model structures to simulate daily river dissolved organic carbon (DOC) concentrations in a small upland catchment in Norway. Stream DOC concentrations have been rising in recent decades in many regions around the world due to a combination of recovery from acidification and climate change (Monteith et al., 2007; de Wit et al., 2016) and model predictions of potential future changes are of interest in terms of drinking water quality, carbon cycling, and climate feedbacks.
3.2.1 Case study site and data for model selection
The study site is a small stream and associated catchment in southeast Norway, one of the main inlets to the lake Langtjern (510–750 m a.s.l.; 60.371^{∘} N, 9.727^{∘} E). The catchment has an area of 0.8 km^{2} and land cover is 80 % pine forest on thin mineral soils and 20 % bog on deeper peat. Mean annual temperature, precipitation, and discharge (1986–2015) are 2.5 ^{∘}C, 901, and 650 mm, respectively.
Water discharge and DOC observations were used for model selection. Discharge is difficult to simulate in this catchment, due to a combination of short water residence times and a flashy hydrology, and uncertainty in the observed discharge (which until 2014 was based on a water balance for the lake; see de Wit et al., 2018) is high. Since 1986, stream water grab samples have been collected weekly to monthly and analysed for total organic carbon (TOC) (see de Wit et al., 2014, for details of sampling methods and chemical analysis). In this catchment, TOC is essentially equivalent to DOC. Starting in August 2014, there is also daily soil temperature data (at 15 and 20 cm depths).
3.2.2 General model setup
The modelling aim is to reproduce longterm daily instream DOC concentrations rather than a detailed carbon balance. All DOC model versions are built on a common hydrology module, SimplyQ, which was developed for SimplyP (JacksonBlake et al., 2017), excluding the deeper soil flow path. In brief, water and associated DOC may be transported from the land to the stream via “quick” flow (infiltration and saturation excess overland flow and deeper bypass flow) and/or shallow soil water flow, which is somewhat slower. DOC fluxes to the stream are therefore simply via soil water flow, given by Q_{s}[DOC]_{s}, and via quick flow, as Q_{quick}[DOC]_{s}, where Q_{s} is soil water flow, Q_{quick} is the quick flow, and [DOC]_{s} is the soil water DOC concentration. Soil water and quick flow vary through time as a function of precipitation, evapotranspiration, soil moisture levels and runoff to the stream. The factors that control the variation through time of [DOC]_{s} are investigated through the model selection process described below. As there are no upstream inputs in our study area, the mixing of these different water sources gives the instream DOC concentration.
Models were run for the period from 1986–2016 using input meteorological data (air temperature and precipitation) from a local weather station operated by http://met.no, last access: 20 January 2020, the Norwegian Meteorological Institute.
3.2.3 Carbon model structures
The model development process starts with a statistical exploration of the observed data and knowledge of the literature, and these together are used to generate a list of potential processes to include and different possible formulations for a given process. These are then translated into a range of model structures. In this example, a strong correlation was found between observed stream DOC concentration and modelled soil temperature, but there are questions as to the appropriate representation of this process, and longerterm processes and hydrological effects such as snowmelt dilution may also be important. To this end, six model structures were developed (the DOCrelated model parameters are defined in Table 1):

Simple linear relationship between soil water DOC concentration and soil temperature. The linear relationship describes an empirical relationship between equilibrium soil water DOC concentration and soil temperature, T_{soil}:
$$\begin{array}{}\text{(2)}& [\mathrm{DOC}{]}_{\mathrm{s}}=[\mathrm{DOC}{]}_{\mathrm{s},\mathrm{base}}+{k}_{T,\mathrm{1}}{T}_{\mathrm{soil}}.\end{array}$$Soil temperature is computed based on air temperature using a simplified version of the Rankinen soil temperature model (Rankinen et al., 2004). We assume that the DOC concentration reaches equilibrium instantly.

More complex relationship between soil water DOC concentration and soil temperature than structure 1, a seconddegree polynomial:
$$\begin{array}{}\text{(3)}& {\left[\mathrm{DOC}\right]}_{\mathrm{s}}={\left[\mathrm{DOC}\right]}_{\mathrm{s},\mathrm{base}}+({k}_{T,\mathrm{1}}+{k}_{T,\mathrm{2}}{T}_{\mathrm{soil}}){T}_{\mathrm{soil}}.\end{array}$$ 
The observed DOC time series shows a longterm trend that is not explained by soil temperature, but which other studies have suggested is due to recovery from soil water acidification (Futter and de Wit, 2008; Monteith et al., 2007). To test the importance of this process, we use yearly means of measured stream ${\mathrm{SO}}_{\mathrm{4}}^{\mathrm{2}}$ concentration as a proxy for soil water acidification and add a linear dependence of DOC concentration on ${\mathrm{SO}}_{\mathrm{4}}^{\mathrm{2}}$ concentration:
$$\begin{array}{}\text{(4)}& \begin{array}{rl}{\left[\mathrm{DOC}\right]}_{\mathrm{s}}& ={\left[\mathrm{DOC}\right]}_{\mathrm{s},\mathrm{base}}+({k}_{T,\mathrm{1}}+{k}_{T,\mathrm{2}}{T}_{\mathrm{soil}}){T}_{\mathrm{soil}}\\ & {k}_{{\mathrm{SO}}_{\mathrm{4}}}\left[{\mathrm{SO}}_{\mathrm{4}}^{\mathrm{2}}\right].\end{array}\end{array}$$Note that in an operational model, this would need replacing with ${\mathrm{SO}}_{\mathrm{4}}^{\mathrm{2}}$ concentration in deposition (which should be well correlated with stream water ${\mathrm{SO}}_{\mathrm{4}}^{\mathrm{2}}$ concentration) to allow for future predictions.

There are visible shortterm decreases in the stream DOC concentration during snow melt, likely due to source exhaustion and dilution. In this structure, we attempt to simulate this by introducing a separate parameter for the snow melt DOC concentration:
$$\begin{array}{}\text{(5)}& \begin{array}{rl}\left(\text{quick DOC flux}\right)& ={Q}_{\mathrm{quick},\mathrm{melt}}{\left[\mathrm{DOC}\right]}_{\mathrm{melt}}\\ & +{Q}_{\mathrm{quick},\mathrm{rain}}[\mathrm{DOC}{]}_{\mathrm{s}}.\end{array}\end{array}$$ 
Starting from structure 3, replace the soil temperature model by the Lindström model (Lindström et al., 2002) to see if the effect of the choice of soil temperature model is important.

Instead of assuming instant equilibration of soil water DOC concentration, add equilibration as a delayed process. We add a state variable [DOC]_{s,eq}, which obeys the same equation as [DOC]_{s} in the formulation from structure 3. We then let DOC mass in the soil move toward the point where equilibrium is satisfied:
$$\begin{array}{}\text{(6)}& {\displaystyle}\begin{array}{rl}{\left[\mathrm{DOC}\right]}_{\mathrm{s},\mathrm{eq}}& ={\left[\mathrm{DOC}\right]}_{\mathrm{s},\mathrm{base}}+({k}_{T,\mathrm{1}}+{k}_{T,\mathrm{2}}{T}_{\mathrm{soil}}){T}_{\mathrm{soil}}\\ & {k}_{{\mathrm{SO}}_{\mathrm{4}}}\left[{\mathrm{SO}}_{\mathrm{4}}^{\mathrm{2}}\right]\end{array}\text{(7)}& {\displaystyle \frac{{\mathrm{dDOC}}_{\mathrm{s}}}{\mathrm{d}t}}={c}_{\mathrm{eq}}\left({\left[\mathrm{DOC}\right]}_{\mathrm{s},\mathrm{eq}}{\left[\mathrm{DOC}\right]}_{\mathrm{s}}\right){\left[\mathrm{DOC}\right]}_{\mathrm{s}}{Q}_{\mathrm{s}}\text{(8)}& {\displaystyle}[\mathrm{DOC}{]}_{\mathrm{s}}={\mathrm{DOC}}_{\mathrm{s}}/{V}_{\mathrm{s}},\end{array}$$where V_{s} is the modelled soil water volume and c_{eq} is the equilibration speed factor.
Going from one structure to the next typically involves just a few lines of code (see code and data for this experiment in the Mobius repository; application files for compiling models, input data files, and parameter files are in the “Applications\SimplyC_paper” subfolder, while module files containing the definitions of each structure (inputs, parameters, and equations) are in the “Modules\Alternate_versions_of_simplyC” subfolder).
3.2.4 Model comparison and selection of the most appropriate structure
The model structures were calibrated using data from the period 1986–2003. The calibrations were then evaluated on data from the period 2004–2016. All autocalibrations were performed using the implementation of the Nelder–Mead algorithm in the Python lmfit package, described in Sect. 3.1.2. We autocalibrated the hydrology module separately first and fixed the hydrology parameters for all subsequent calibrations of the DOCrelated parameters. It is possible to calibrate for hydrology and DOC at the same time, but in this particular experiment we decided to simplify the parameter space to only those parameters relating to DOC, to allow more targeted model selection. The two soil temperature modules used were also calibrated just once each against the more limited soil temperature data available.
For each model structure in order:

We manually calibrated the DOCrelated parameters. If applicable, manual calibration used the parameter values from the autocalibration of the previous structure as a starting point. The manual calibration targeted the Nash–Sutcliffe coefficient as the goodnessoffit statistic.

Autocalibration was run using the manual calibration as a starting point. The autocalibration algorithm uses a least squares fitness measure. In terms of finding optimal parameters, this is equivalent to optimising for the Nash–Sutcliffe coefficient.
Autocalibration of models written in the Mobius framework is fast due to the fast run speeds of the models. The longest time needed to autocalibrate any of these structures was 189 s (time depended on the number of parameters calibrated; see more on benchmarking in Sect. 3.3). This aids with quick evaluation of new model structures.
Goodnessoffit statistics from the automatic calibrations of each of the six model structures are given in Table 2, together with the number of calibrated DOCrelated parameters. A plot of the observed vs. modelled stream DOC concentration using the autocalibrated parameter sets for structures 1, 3, and 5 is shown in Fig. 2.
Visually, the results are good overall, but all structures fail to capture high DOC concentrations during some summers. The improvement of fit from structure 1 to 2 is obvious (Table 2), as structure 2 allows for a more flexible relationship between soil temperature and soil water DOC concentration, and this relationship is a strong determining factor for stream DOC concentration in this catchment. The improvement from structure 2 to 3 is not as large, but structure 3 does capture longterm trends a little better – in structure 2 there is a longterm trend in the residuals that disappears in structure 3 (data not shown).
Adding snow melt dilution in structure 4 does not give a significant improvement of fit. This is possibly because the snow model used is simple and not constrained by observed snow levels, so that the timing of the snow melt may be off. Moreover, snow melt happens during a short time span and so will not register as strongly when just calibrating for DOC concentrations. If one also calibrated for total DOC fluxes, it would be more prominent due to the high water flow during snow melt, which would be something to explore further for an operational model. Changing the soil temperature model in structure 5 obtains a better fit for soil temperature, but the stream DOC fit was relatively unchanged, probably because differences in modelled soil temperature could be compensated for by variations in the parameters that determine soil DOC response to soil temperature. Structure 6 captures melt dilution better, but it creates too much noise in the signal the rest of the year. Calibrating for goodness of fit tends to adjust the c_{eq} parameter to be very high so that equilibration is almost instant (i.e. the model is close to equivalent to earlier formulations).
Out of the six structures, model 5 performed marginally best during validation but had two additional parameters compared to structure 3. Overall, structure 3 seems to be the most appropriate given the observed data, offering the best compromise between model performance (particularly during validation) and complexity. More work would be needed to arrive at an operational model and a more formal model selection process using, e.g. a Bayesian approach would also be possible (e.g. Marshall et al., 2005). However, hopefully this exercise serves to illustrate the relative ease with which model development can be carried out and alternative structures quickly explored.
To explore how wellconstrained parameters in structure 3 are by the observed data, and also to explore any parameter covariance, we then used the emcee algorithm (see Sect. 3.1.2) to generate a sample of the posterior distribution of structure 3 and associated marginal posteriors of the parameters. The model run interval was the same as the earlier calibration interval. The sampler was run with 100 chains for 1000 steps, each with a burnin of 100 steps, and showed good convergence. A heteroscedastic Gaussian error structure was used, where the standard deviation of the likelihood at each point in time is assumed to be equal to a Bayesian error parameter (err_{DOC}) multiplied by the simulated value at that point. A corner plot of the results (Fig. 3) shows that the parameters are well constrained by the observed data – which is desirable in a model – and gives an idea of the probable range of each parameter, represented as the 95 % “credible interval” on each marginal histogram. Clear covariance between [DOC]_{s,base} and ${k}_{{\mathrm{SO}}_{\mathrm{4}}}$ is also apparent.
3.3 Benchmarking of model run speeds
For benchmarking, we created a hardcoded test model in C++ (i.e. the model code was written without using a framework) and a mathematically equivalent model in Mobius. The model was a simple hydrological model (SimplyQ; JacksonBlake et al., 2017) and we verified that the two implementations produced the same results up to numerical error. The hardcoded model had a straightforward implementation and was not excessively optimised using advanced techniques such as single instruction multiple data (SIMD) or optimisation of cache locality, but we assume that this is not commonly done by most researchers. A hardcoded version of the model was also produced in Python. Results of the benchmarking show that Mobius models have a slight performance loss compared to hardcoded C++ models but run several orders of magnitude faster than hardcoded Python models (Table 3). The code used in these experiments can be found in the “Evaluation” subfolder of the Mobius repository.
Note that we only report the ratio of how fast the other implementations run compared to the Mobius implementation, since that is what shows the comparative advantage or disadvantage of using Mobius when it comes to model run speed. This ratio is relatively stable across the machines we tried (for instance an Intel Core i56600K CPU 3.50 GHz and an Intel Core i58350U CPU 1.70 GHz).
Mobius aims to be a framework for rapid development of hydrological and biogeochemical models and other models based on ODE and discrete time step equations. Model development should be fast and flexible, and models should run quickly. The aim is for Mobius to be a virtual environmental laboratory for researchers to test their hypotheses about natural processes using quantifiable data.
Each component of the Mobius framework targets a different user group:

Practitioners with little or no programming experience can use MobiView to manually calibrate and apply existing models that have been built by other users.

Researchers with basic programming skills can use the Python wrapper to perform sophisticated model autocalibration and uncertainty assessments, make predictions under uncertainty, and consider whether model process representations are adequate.

Researchers and developers with more advanced programming skills can use all components of the framework to iteratively calibrate, evaluate, and refine process representations and/or make ensemble simulations from a range of model structures.
We find that Mobius satisfies its aims for a large range of models. More complicated models than the one described in Sect. 3.2 can be found in the Mobius repository (see Sect. 5). The automatic model structure generation and the optimisation and visualisation tools allow the user to quickly formulate models and test them without having to do technical programming.
With models that have more complicated process descriptions (many equations) or rely on many different compartments or index sets, it can take some more training to use Mobius correctly. This is because it takes training to create dependencies between index sets, parameters, and equations that will create the intended structure. It may also take some experimenting with the model design to understand what index sets a model should use. To help with this, we have included many helpful debugging facilities such as detailed error messages, printouts of the generated structure, and other statistics. There is also a detailed user manual and many existing examples.
Since the code that computes the state variables should be factored out as separate code pieces that can be evaluated in order, we find that Mobius is not that suitable for models where simultaneous computation of several state variables is needed (unless they can be described as a system of ODEs, which is well supported). This can happen when using certain linear algebra operations or when doing computations where several iterations are needed per time step in order to, e.g. compute an equilibrium of many chemical compounds. It is possible to build such models in Mobius (the value of other state variables can be set from a single code piece), but the framework is not as helpful with this type of model.
There is a performance drawback of evaluating equation code through lambdas that are stored in an array, which is how Mobius stores the equation code, as that requires calling this code through function pointers. This is difficult for the compiler to optimise and can cause cache misses. A way to improve this would be to instead have a code generator that generates the model run structure as program code based on the model specification code, which is then compiled separately. The drawback of doing it that way is that it forces the framework creators to maintain their own parser for the model specification code, and it would make the model structure nonmalleable after compilation.
There are a few other technical limitations in the current implementation:

Strong twoway links (such as twoway fluxes) between different instances of the same equation batch are not well supported, though workarounds are possible in simple cases. For instance, it would currently be difficult to build gridbased models with an ODEbased twoway diffusion of quantities between neighbouring cells (assuming the number of cells is not fixed by the model). This is related to the next limitation.

ODE equations in the same batch can be solved as one coupled ODE system for each index in the index set of the batch. But it is currently not possible to solve a coupled system consisting of multiple indexes at the same time. Instead, they must be solved as separate systems. This limitation only applies when using the automatic distribution of equations over indexes. If one instead manually codes every instance of the equations, this limitation is circumvented, but the flexibility of using the automatic indexing system is removed.

Coupling between different Mobius modules works well, and the model interaction API can be used to couple Mobius models to models not built in Mobius. However, currently it is not possible to have pertime step interaction between Mobius models and external models. Either the entire Mobius model must be run first to then use its outputs as inputs to the other model, or the other way around.
We hope to remove some of these limitations in the future. Indeed, Mobius is under active development, and priorities for the near future include expanding the range of available prebuilt models (porting existing models from elsewhere into Mobius and developing new ones), developing interfaces for the R and Julia programming languages, and development of a statistical model comparison framework to aid in model selection.
We are keen to build an opensource community of users interested in modular opensource model development, and to that end we also plan on creating a user forum, carrying out training workshops, and continuing the development of online documentation, tutorials, and tools for easy interaction with models.
Overall, the Mobius framework combines cuttingedge computational speed with sophisticated model inspection and evaluation tools. This permits comprehensive model assessment – crucially including consideration of structural uncertainty – without compromising performance. The framework is freely available under a GNU Lesser General Public License (v3.0) and we hope that by making it easier to explore a broader range of model structures and parameterisations, users will be encouraged to build better and more appropriate models. We believe this will in turn improve both process understanding and practical decision making.
The most uptodate version of Mobius can be found at https://github.com/NIVANorge/Mobius (last access: 8 April 2021). An archived version (27 January 2020) corresponding to the work described in this paper is available on Zenodo https://doi.org/10.5281/zenodo.3628211 (Norling et al., 2020). Mobius is distributed with the GNU Lesser General Public License (v3.0). Mobius models can be compiled to work on most platforms, and MobiView works on Windows and Linux. Precompiled binaries of MobiView and selected Mobius models are available for 64bit Windows (download instructions are given on the Mobius GitHub front page).
User manuals and documentation for Mobius and MobiView are available in the “Documentation” subfolder of the Mobius repository. See also the README file in the repository.
MDN developed the Mobius framework and MobiView, codeveloped the Python integration of Mobius, implemented the DOC model examples, and performed some of the experiments with them. LAJB developed the Simply models, codeveloped the DOC model example, and performed some of the experiments with them. JES codeveloped the Python integration of Mobius with the lmfit and emcee packages. JLGC was involved in the design process of Mobius. MDN prepared the manuscript with contributions from all coauthors.
The authors declare that they have no conflict of interest.
Mobius takes many of its design ideas from and supersedes the INCA Core Framework developed by Dan Butterfield. The development of Mobius was partially funded by Nordforsk “Nordic eScience Globalisation Initiative (NeGI)” via the project “An open access, generic ePlatform for environmental modelbuilding at the riverbasin scale” (MachuPicchu). We acknowledge the crucial role of Raoul M. Couture and Martyn N. Futter in getting that project started. Mobius development was also partially funded by the Norwegian Institute for Water Research (NIVA) and we acknowledge the very important support that Heleen de Wit and Thorjørn Larssen provided during development.
This paper was edited by Adrian Sandu and reviewed by two anonymous referees.
Ahnert, K. and Mulansky, M.: Odeint – Solving Ordinary Differential Equations in C++, AIP Conference Proceedings, 1389, 1586, https://doi.org/10.1063/1.3637934, 2011.
Beven, K.: RainfallRunoff Modelling, The Primer, Second Edition, WileyBlackwell, New Jersey, 2012.
Blair, G. S., Beven, K., Lamb, R., Bassett, R., Cauwenberghs, K., Hankin, B., Dean, G., Hunter, N., Edwards, L., Nundloll, V., Samreen, F., Simm, W., and Towe, R.: Models of everywhere revisited: A technological perspective, Environ. Model. Softw., 122, 104521, https://doi.org/10.1016/j.envsoft.2019.104521, 2019.
Clark, M. P., Slater, A. G., Rupp, D. E., Woods, R. A., Vrugt, J. A., Gupta, H. V., Wagener, T., and Hay, L. E.: Framework for Understanding Structural Errors (FUSE): A modular framework to diagnose differences between hydrological models, Water Resour. Res., 44, W00B02, https://doi.org/10.1029/2007wr006735, 2008.
Clark, M. P., Nijssen, B., Lundquist, J. D., Kavetski, D., Rupp, D. E., Woods, R. A., Freer, J. E., Gutmann, E. D., Wood, A. W., Brekke, L. D., Arnold, J. R., Gochis, D. J., and Rasmussen, R. M.: A unified approach for processbased hydrologic modeling: 1. Modeling concept, Water Resour. Res., 51, 2498–2514, https://doi.org/10.1002/2015WR017198, 2015.
de Wit, H. A., Granhus, A., Lindholm, M., Kainz, M. J., Lin, Y.,Veiteberg Braaten, H. F., and Blaszczak, J.: Forest harvest effects on mercury in streams and biota in Norwegian boreal catchments, Forest Ecol. Manag., 324, 52–63, https://doi.org/10.1016/j.foreco.2014.03.044, 2014.
de Wit, H. A., Ledesma, J. L. J., and Futter, M. N.: Aquatic DOC export from subarctic Atlantic blanket bog in Norway is controlled by seasalt deposition, temperature and precipitation, Biogeochemistry, 127, 305–321, https://doi.org/10.1007/s105330160182z, 2016.
de Wit, H. A., Couture, R.M., JacksonBlake, L., Futter, M. N., Valinia, S., Austnes, K., Guerrero, J.L., and Lin, Y.: Pipes or chimneys? For carbon cycling in small boreal lakes, precipitation matters most, Limnol. Oceanogr. Lett., 3, 275–284, https://doi.org/10.1002/lol2.10077, 2018.
Eddelbuettel, D. and François, R.: Rcpp: Seamless R and C++ Integration, J. Statist. Softw., 40, 1–18, https://doi.org/10.18637/jss.v040.i08, 2011.
Euser, T., Winsemius, H. C., Hrachowitz, M., Fenicia, F., Uhlenbrook, S., and Savenije, H. H. G.: A framework to assess the realism of model structures using hydrological signatures, Hydrol. Earth Syst. Sci., 17, 1893–1912, https://doi.org/10.5194/hess1718932013, 2013.
Fenicia, F., Kavetski, D., and Savenije, H. H. G.: Elements of a flexible approach for conceptual hydrological modeling: 1. Motivation and theoretical development, Water Resour. Res., 47, W11510, https://doi.org/10.1029/2010WR010174, 2011.
ForemanMackey, D., Hogg, D. W., Lang, D., and Goodman, J.: emcee: The MCMC Hammer, Publications of the Astronomical Society of the Pacific, 125, 925, https://doi.org/10.1086/670067, 2013.
Futter, M. N. and de Wit, H. A.: Testing seasonal and longterm controls of streamwater DOC using empirical and processbased models, Sci. Total Environ., 407, 698–707, https://doi.org/10.1016/j.scitotenv.2008.10.002, 2008.
Futter, M. N., Butterfield, D., Cosby, B. J., Dillon, P. J., Wade, A. J., and Whitehead, P. G.: Modeling the mechanisms that control instream dissolved organic carbon dynamics in upland and forested catchments, Water Resour. Res., 43, W02424, https://doi.org/10.1029/2006WR004960, 2007.
Futter, M. N., Erlandsson, M. A., Butterfield, D., Whitehead, P. G., Oni, S. K., and Wade, A. J.: PERSiST: a flexible rainfallrunoff modelling toolkit for use with the INCA family of models, Hydrol. Earth Syst. Sci., 18, 855–873, https://doi.org/10.5194/hess188552014, 2014.
Goodman, J. and Weare, J.: Ensemble samplers with affine invariance, Communications in Applied Mathematics and Computer Science, 5, 65–80, https://doi.org/10.2140/camcos.2010.5.65, 2010.
JacksonBlake, L. A., Wade, A. J., Futter, M. N., Butterfield, D., Couture, R. M., Cox, B., Crossman, J., Ekholm, P., Halliday, S. J., Jin, L., Lawrence, D. S. L., Lepistö, A., Lin, Y., Rankinen, K., and Whitehead, P. G.: The INtegrated CAtchment model of phosphorus dynamics (INCAP): Description and demonstration of new model structure and equations, Environ. Model. Softw., 83, 356–386, https://doi.org/10.1016/j.envsoft.2016.05.022, 2016.
JacksonBlake, L. A., Sample, J. E., Wade, A. J., Helliwell, R. C., and Skeffington, R. A.: Are our dynamic water quality models too complex? A comparison of a new parsimonious phosphorus model, SimplyP, and INCAP, Water Resour. Res., 53, 5390–5399, https://doi.org/10.1002/2016WR020132, 2017.
Kavetski, D. and Fenicia, F.: Elements of a flexible approach for conceptual hydrological modeling: 2. Application and experimental insights, Water Resour. Res., 47, W11511, https://doi.org/10.1029/2011WR010748, 2011.
Kirchner, J. W.: Getting the right answers for the right reasons: Linking measurements, analyses, and models to advance the science of hydrology, Water Resour. Res., 42, W03S04, https://doi.org/10.1029/2005WR004362, 2006.
Kluyver, T., RaganKelley, B., Pérez, F., Granger, B., Bussonnier, M., Frederic, J., Kelley, K., Hamrick, J., Grout, J., Corlay, S., Ivanov, P., Avila, D., Abdalla, S., Willing, C., and Jupyter development team: Jupyter Notebooks – a publishing format for reproducible computational workflows, in: Positioning and Power in Academic Publishing: Players, Agents and Agendas, edited by: Loizides, F. and Scmidt, B., IOS Press, Amsterdam, 87–90, https://doi.org/10.3233/978161499649187, 2016.
Lindström, G., Bishop, K., and Löfvenius, M. O.: Soil frost and runoff at Svartberget, northern Sweden – measurements and model analysis, Hydrol. Process., 16, 3379–3392, https://doi.org/10.1002/hyp.1106, 2002.
Marshall, L., Nott, D., and Sharma, A.: Hydrological model selection: A Bayesian alternative, Water Resour. Res., 41, W10422, https://doi.org/10.1029/2004WR003719, 2005.
Monteith, D. T., Stoddard, J. L., Evans, C. D., de Wit, H. A., Forsius, M., Høgåsen, T., Wilander, A., Skjelkvåle, B. L., Jeffries, D. S., Vuorenmaa, J., Keller, B., Kopácek, J., and Vesely, J.: Dissolved organic carbon trends resulting from changes in atmospheric deposition chemistry, Nature, 450, 537–540, https://doi.org/10.1038/nature06316, 2007.
Mooij, W. M., Trolle, D., Jeppesen, E., Arhonditsis, G., Belolipetsky, P. V., Chitamwebwa, D. B. R., Degermendzhy, A. G., DeAngelis, D. L., De Senerpont Domis, L. N., Downing, A. S., Elliott, J. A., Fragoso, C. R., Gaedke, U., Genova, S. N., Gulati, R. D., Håkanson, L., Hamilton, D. P., Hipsey, M. R., 't Hoen, J., Hülsmann, S., Los, F. H., MaklerPick, V., Petzoldt, T., Prokopkin, I. G., Rinke, K., Schep, S. A., Tominaga, K., van Dam, A. A., van Nes, E. H., Wells, S. A., and Janse, J. H.: Challenges and opportunities for integrating lake ecosystem modelling approaches, Aquat. Ecol., 44, 633–667, https://doi.org/10.1007/s1045201093393, 2010.
Nash, J. E. and Sutcliffe, J. V.: River flow forecasting through conceptual models part I – A discussion of principles, J. Hydrol., 10, 282–290, https://doi.org/10.1016/00221694(70)902556, 1970.
Newville, M., Stensitzki, T., Allen, D. B., and Ingargiola, A.: LMFIT: NonLinear LeastSquare Minimization and CurveFitting for Python (Version 0.8.0), Zenodo, https://doi.org/10.5281/zenodo.11813, 2014.
Norling, M., JacksonBlake, L., and Sample, J.: NIVANorge/Mobius: Mobius paper release (Version v1.0), Zenodo, https://doi.org/10.5281/zenodo.3628211, 2020.
Sivapalan, M., Blöschl, G., Zhang, L., and Vertessy, R.: Downward approach to hydrological prediction, Hydrol. Process., 17, 2101–2111, https://doi.org/10.1002/hyp.1425, 2003.
Wade, A. J., Durand, P., Beaujouan, V., Wessel, W. W., Raat, K. J., Whitehead, P. G., Butterfield, D., Rankinen, K., and Lepisto, A.: A nitrogen model for European catchments: INCA, new model structure and equations, Hydrol. Earth Syst. Sci., 6, 559–582, https://doi.org/10.5194/hess65592002, 2002.
Wagener, T., Sivapalan, M., Troch, P., and Woods, R.: Catchment Classification and Hydrologic Similarity, Geogr. Compass, 1, 901–931, https://doi.org/10.1111/j.17498198.2007.00039.x, 2007.
Wambecq, A.: Rational Runge–Kutta methods for solving systems of ordinary differential equations, Computing, 20, 333–342, https://doi.org/10.1007/BF02252381, 1978.
Weiler, M. and Beven, K.: Do we need a Community Hydrological Model?, Water Resour. Res., 51, 7777–7784, https://doi.org/10.1002/2014WR016731, 2015.
Whitehead, P. G., Wilson, E. J., and Butterfield, D.: A semidistributed Integrated Nitrogen model for multiple source assessment in Catchments (INCA): Part I – Model structure and process equations, Sci. Total Environ., 210–211, 547–558, https://doi.org/10.1016/S00489697(98)000370, 1998.