LASCAM is a Rainfall runoff model plugin.
Adapted and re-written as a C# plugin for Source IMS framework by Joel Hall, Water Science Branch, Department of Water, Western Australia, 23/06/2011
Originally developed by Neil Viney and Murugesu Sivapalan, Centre for Water Research, University of Western Australia, 1996-2002
|License||As-is, use at your own risk|
LASCAM was developed with the aim of predicting the impact of land use and climatic changes on the daily trends of streamflow and water quality in large catchments ove long time periods. It was developed as a lumped, conceptual model, using sub-catchements as basic building blocks. Typical subcatchmetn sizes are 1 - 10 km2, although much larger subcatchments can be used.
LASCAM hydrology is built around three interconnected subsurface stores, the A store representing the near-stream aquifer system and riparian zone, the B store representing the permanent deeper groundwater system, and the F store representing an intermediate unsaturated infiltration store. These represent typical accumualations of soil water in duplex profiles where a shallow, gravelly or sandy and highly permeable A horizon overlies a clayey, less permeable B horizon.
For more information on how the fluxes and flows are explicitly modelled through these stores, refer to the literature presented below. It should be noted that many of the parameters in LASCAM were designed to only be estimated by calibration and then by comparison to observed streamflows.
The LASCAM hydrological routine is equivalent in LASCAM versions 2.0 - 2.6, and the Streamflow Quality Affecting Rivers and Estuaries (SQUARE), which is also used by the Department of Water in WA for nutrient modelling exercises.
The following literature is available on the LASCAM rainfall runoff model:
- Sivapalan, M., Ruprecht, J.K., and Viney, N.R., 1996. Catchment-scale water balance modeling to predict the effects of land use changes in forested catchments. 1. Small catchment water balance model. Hydrological Processes, 10(3), 413-428 - Viney, N.R., Sivapalan, M., 1996. The hydrological response of catchments to simulated changes in climate. Ecological modeling, 86, 189-193- Viney, N.R., Sivapalan, M., 2000. Modelling catchment process in the Swan-Avon River Basin. Hydrolgoical Processes.
- Viney, N.R., Sivapalan, M., 2000. LASCAM: The large scale catchment model - user manual. Version 2. Research Report WP1392NV, Cenre for Water Research, Unviersity of Western Australia, Nedlands.
The LArge Scale Catchment Model (LASCAM) is a physically-based conceptual model with a daily time-step. LASCAM was developed with the aim of predicting the impact of land use and climatic changes on the daily trends of stream flow and water quality in large catchments over long time periods. The basic building blocks are subcatchments organised around a river network. All hydrological and water-quality processes are modelled at the subcatchment scale; the resultant flows and loads are aggregated via the stream network to yield the response of the catchment at the main outlet, and at any of the subcatchment outlets in the stream network.
The responses of the catchment to rainfall and evaporation are conceptualised in terms of three interdependent subsurface water stores (Figure A-1). The responses of the stores (and the resulting fluxes of water) are characterized by a set of "constitutive relations", which involve a number of conceptual parameters. At this stage, many of these parameters can only be estimated by calibration by comparing observed and model predicted streamflows.
Soil water stores
The small catchment model is built around three interconnected subsurface stores (Figure 4.2):
These represent typical accumulations of soil water in duplex profiles where a shallow, gravelly, and highly permeable A horizon overlies a clayey, less permeable B horizon.
Throughfall (denoted by pg in Figure A-2) is the component of the incoming precipitation that is not lost to interception by the forest canopy and subsequent evaporation from the leaves back to the atmosphere. In LASCAM this component is modelled through a linear relationship with the incoming precipitation, with the coefficients depending on the magnitude and the type of vegetation cover (Ruprecht, 1990).
Although the dynamics of the interception process operate at smaller time steps than one day, probably of the order of minutes to an hour, the high significance level of the empirical relationship developed justifies the use of this relationship instead of a more sophisticated formulation based on a smaller time step.
Surface runoff generation
The ground precipitation (throughfall) is partitioned into surface infiltration (pc in Figure A-1) and surface runoff. The latter is generated by both the infiltration excess (qie) and saturation excess (qse) mechanisms.
Figure B-1: Small catchment model (building block model) of water fluxes in use within LASCAM (Viney et al., 2000).
Figure B-2: Schematic of a hill-slope cross-section, water fluxes and stores assumed in SQUARE (Viney & Sivapalan 2001)
Saturation excess runoff (Dunne mechanism) is generated on variable SOURCE areas which are saturated prior to rainfall, or which become saturated during the course of the rainfall. This variable contributing area is predicted as a function of the current level of the perched aquifer storage.
Infiltration excess runoff (Hortonian mechanism) is modelled in two ways: i) direct runoff from impervious areas in urban areas; and ii) infiltration capacity of the surface soil layer, which is assumed to depend on vegetation cover and land use. Any precipitation in excess of the infiltration capacity and the direct runoff is assumed to run off.
The infiltrating water, on the other hand, is assumed to percolate vertically to the bottom of the surface soil layer where it encounters the less permeable clayey horizon. However due to the high permeability of the A-horizon soils, this percolation is assumed to occur rapidly enough, insofar as not requiring a more sophisticated model for the percolation process.
Subsurface runoff generation
The model assumes that subsurface runoff is generated at the top of the clayey B-horizon by both infiltration excess and saturation excess processes. Subsurface saturation excess runoff (qsse) is generated on variable SOURCE areas, which are saturated due to the presence of a perched water table. Subsurface runoff by the infiltration excess mechanism (qsie) is estimated using a modified version of the catchment-scale infiltration capacity equation developed by Robinson and Sivapalan (1995). This equation relates the catchment scale infiltration capacity to the state of the infiltration store F and to the value of the water deficit in the groundwater store.
Subsurface stormflow (qA) is modelled as a function of soil water storage in the near-stream A store. The A store does not discharge directly into the stream unless its volume is greater than a parameterised threshold value.
Recharge to the deeper groundwater store
Recharge to the deeper groundwater is generated by percolation from both the intermediate infiltration store F and the perched groundwater store, A. The continuous recharge of water from the intermediate infiltration store (F store) to the deeper permanent groundwater system (rF) is expressed as a function of the quantity of water in the F store and a parameter representing a subsurface detention time. The recharge per unit of area from the perched water store (rA) is assumed to occur at a rate given by the catchment-scale infiltration capacity discussed previously.
Discharge from the deeper groundwater store
The model assumes that the deeper groundwater system releases water slowly to the A store and not directly into the stream. This discharge (qB) occurs at a rate dependent on the volume of water in the B store and increases with a rising groundwater table.
Evapotranspiration, apart from the component covered under interception losses, is assumed to take place from all the three soil water stores, A, B and F. Non-linear functions of the relative levels of storage are used to estimate the actual evaporation from each of the three stores as a fraction of the potential evaporation rate.
Evapotranspiration from the A-store (eA) takes into account both evaporation from the bare soil and plant transpiration in the riparian zone. Evaporation rates from the B (eB) and F (eF) stores are strongly governed by the extent of deep-rooted vegetation in the non-riparian zone that is present in the landscape to facilitate tree transpiration.
Modelling of urban catchments
Specific algorithms in LASCAM deal with urban and "urbanising" catchments. In urban or urbanising catchments, a significant proportion of the rainfall is likely to be diverted away from the mainstream channel by man-made structures, with rainfall falling on impervious areas. A key input variable in urban catchments is the fraction of the catchment, which is made "impervious" by the presence of houses, roads, parking lots etc. The chief mechanism of runoff generation in these catchments is of the infiltration excess type.
Upslope perching factor
In catchments where the potential exists for the runoff generated to be intercepted along its pathway to the stream, a modification of the runoff generation algorithm has become necessary. An upslope perching component has been included for this reason, which is also noted in Figure A-2. This modification assumes that upslope perching is proportional to stream network density, which in turn, is assumed proportional to the mean annual rainfall. The throughfall occurring on this part of the hillslope is assumed to directly percolate to the unsaturated water store, F, whereas throughfall occurring on the remaining part of the hillslope is assumed to follow the water flow pathway that has been described previously.
Differences between LASCAM 2.0 and LASCAM for SOURCE
The LASCAM hydrological routine was adapted and re-written as a C# plug-in for SOURCE IMS framework by the Water Science Branch, Department of Water, Western Australia. Some minor changes were made to the code to integrate the hydrology to the SOURCE Framework. These changes included:
The code was tested for completeness using the nUnit test program, and validated against the original LASCAM modelling results for the Nambeelup catchment, which was modelled as part of the Peel Harvey Nutrient Modelling project (Kelsey et al, 2010).
Source code available here.