13. CWatM Glossary¶
A¶
- Actual Evapotranspiration
The real amount of water transferred from land to atmosphere through evaporation from soil and water surfaces plus transpiration from plants. Distinguished from potential evapotranspiration by accounting for water availability limitations.
- ARNO Model
A rainfall-runoff model used in CWatM for calculating infiltration capacity. The saturated fraction of a grid cell that contributes to surface runoff is related to the overall soil moisture through a nonlinear distribution function.
- ARNO Beta Parameter
Empirical shape parameter of the ARNO model for infiltration capacity. Calibration range: 0.01-1.0.
- Aquifer
Underground layer of water-bearing permeable rock or sediment from which groundwater can be extracted. In CWatM, represented in the groundwater storage component.
B¶
- Bankfull Discharge
The flow rate at which water begins to overflow the channel banks onto the floodplain. Used in channel geometry calculations.
- Base Flow
The portion of streamflow that comes from groundwater discharge rather than direct surface runoff. Calculated using: Qbase = Storage / (Tbase × Rcoeff), where Tbase is groundwater reservoir constant.
- Baseflow Recession Coefficient
Factor controlling the rate at which groundwater discharges to streams during dry periods. Calibration range: 0.1-10.0.
- Budyko Framework
A conceptual framework used for calibrating hydrological models, relating the long-term water and energy balance.
- Bulk Density
Mass of dry soil per unit volume (kg/m³). Used in pedotransfer functions to derive soil hydraulic parameters.
C¶
- Calibration
Process of adjusting model parameters to improve agreement between simulated and observed data. CWatM uses DEAP (Distributed Evolutionary Algorithms in Python) for automated calibration.
- Capillary Rise
Upward movement of water from groundwater to soil layers through capillary action. In CWatM, occurs when groundwater level is within 0-5m of the surface.
- Carrying Capacity (K)
In population models coupled with water resources, the maximum population that can be sustained by available water resources.
- CF 1.6 Convention
Climate and Forecast metadata convention for NetCDF files, ensuring standardized variable names, units, and metadata structure.
- Channel Geometry
Physical dimensions of river channels including width, depth, slope, and length. Derived using regression functions with discharge or upstream area.
- Channel Storage
Volume of water temporarily stored in river channels during routing processes.
- Climate Forcing
Meteorological input data driving the hydrological model, including precipitation, temperature, radiation, humidity, and wind speed.
- CMIP6
Coupled Model Intercomparison Project Phase 6 - Provides standardized climate model outputs for historical and future scenarios.
- Condensation
Process where water vapor changes to liquid water, forming clouds, dew, or fog. Occurs when air reaches its dew point temperature.
- Crop Factor (Kc)
Coefficient relating crop evapotranspiration to reference evapotranspiration. Calibration range: 0.8-3.0.
- CWatM
Community Water Model - Open-source hydrological model simulating the water cycle daily at global and local scales, developed by IIASA.
D¶
- D8 Flow Model
Eight-direction flow routing algorithm where each grid cell drains to one of its eight neighboring cells based on steepest descent.
- DDM30
0.5° drainage direction map used for ISIMIP compliance in global hydrological modeling.
- DEAP
Distributed Evolutionary Algorithms in Python - Optimization framework used for automatic calibration of CWatM parameters.
- Degree-Day Factor
Snowmelt coefficient (m °C⁻¹d⁻¹) relating temperature above freezing to snowmelt rate. Used in temperature-index snowmelt modeling.
- Depression Storage
Water accumulated in surface depressions that must be filled before runoff occurs.
- Dew Point
Temperature at which water vapor condenses into liquid water at constant pressure and water content.
- Discharge
Volume of water flowing through a river cross-section per unit time (m³/s). Primary output variable for model validation.
- Drainage Basin
Geographic area draining to a common outlet point. Also called watershed or catchment.
E¶
- ECHO Model
Hydro-economic model developed by IIASA for water infrastructure investment analysis, designed to couple with CWatM.
- Environmental Flow Requirements
Minimum water flows needed to maintain aquatic ecosystems and their services. Incorporated as constraints in water allocation.
- EPIC Model
Environmental Policy Integrated Climate model for crop yield simulation, can be coupled with CWatM.
- Evaporation
Process of water changing from liquid to vapor state. Energy-driven process primarily powered by solar radiation.
- Evapotranspiration (ET)
Combined water loss from evaporation from soil and water surfaces plus transpiration from plants. Can be calculated using Penman-Monteith or Hargreaves methods.
- EWEMBI
EartH2Observe, WFDEI and ERA-Interim data Merged and Bias-corrected for ISIMIP - Climate forcing dataset.
F¶
- FAIR Principles
Findable, Accessible, Interoperable, Reusable - Data management standards implemented in CWatM for tracking data sources and model versions.
- Field Capacity
Soil moisture content after excess gravitational water has drained (typically 2-3 days after saturation).
- FloPy
Python package for creating, running, and post-processing MODFLOW-based groundwater models. Used for CWatM-MODFLOW coupling.
- Forcing Data
External meteorological inputs driving the hydrological model, including precipitation, temperature, radiation, humidity.
- Fossil Water
Groundwater that has been stored in aquifers for more than 10,000 years with minimal recharge.
G¶
- GCM (General Circulation Model)
Global climate models providing projections of future climate conditions under different emission scenarios.
- GDAL
Geospatial Data Abstraction Library - Software library for reading and writing raster and vector geospatial data formats.
- Git Hash
Unique identifier for specific version of model code in version control system, stored in output files for reproducibility.
- GLOBIOM
Global Biosphere Management Model - IIASA’s land use and agriculture model that can be coupled with CWatM.
- GNU GPL
GNU General Public License - Open source license under which CWatM is released.
- Groundwater Recession Constant
Time constant (days) controlling the rate of baseflow from groundwater storage. Key calibration parameter.
- Groundwater Recharge
Process of water moving from surface through soil to replenish groundwater aquifers.
- Groundwater Storage
Volume of water stored in aquifers below the water table. Modeled using linear reservoir approach or MODFLOW coupling.
- GSWP3
Global Soil Wetness Project Phase 3 - Provides meteorological forcing data for land surface modeling.
H¶
- Hargreaves Method
Temperature-based method for estimating potential evapotranspiration when radiation data is unavailable.
- HydroLakes Database
Global database providing information on 1.4 million lakes and reservoirs with surface area ≥10 hectares.
- HydroSheds
High-resolution hydrological data providing river networks, watershed boundaries, drainage directions, and flow accumulations.
- Hydrograph
Graph showing discharge variation over time at a specific location in a river.
- Hydrological Cycle
Continuous movement of water through Earth’s systems: atmosphere, land surface, soil, groundwater, and oceans.
- Hydrological Processes
Physical mechanisms of water movement including precipitation, evaporation, infiltration, percolation, runoff, and groundwater flow.
- HWSD
Harmonized World Soil Database version 1.2 - Global soil property database at 30 arc-second resolution.
I¶
- IIASA
International Institute for Applied Systems Analysis - Research institute based in Austria that developed and maintains CWatM.
- Infiltration
Process of water entering soil from the surface. Rate depends on soil properties, moisture content, and surface conditions.
- Infiltration Capacity Parameter
Empirical shape parameter controlling maximum infiltration rate in the ARNO model.
- Initial Conditions
Starting values for state variables (soil moisture, groundwater, snow, etc.) at simulation beginning.
- Interception
Capture and temporary storage of precipitation on vegetation surfaces before reaching the ground.
- Interception Storage
Water held on leaf and stem surfaces that eventually evaporates without reaching the soil.
- Interflow
Lateral subsurface flow occurring above the water table in unsaturated soil zones.
- Interflow Factor
Calibration parameter controlling water percolation from interflow to groundwater. Range: 0.33-3.0.
- ISIMIP
Inter-Sectoral Impact Model Intercomparison Project - Framework for comparing global impact model outputs.
K¶
- Kinematic Wave Routing
Simplified solution of Saint-Venant equations for channel flow routing, assuming momentum equation can be approximated by uniform flow formula.
- KGE (Kling-Gupta Efficiency)
Model performance metric addressing limitations of Nash-Sutcliffe Efficiency by considering correlation, bias, and variability.
L¶
- Lake A Factor
Calibration parameter for lake area calculations. Range: 0.333-3.0.
- Lake Eva Factor
Calibration parameter for lake evaporation rates. Range: 0.5-3.0.
- Lake/Reservoir Storage
Water volume stored in lakes and reservoirs, differentiated between “big” (≥100 km² or upstream area ≥5000 km²) and “small”.
- Lambert W-Function
Mathematical function used to solve transcendental equations like the Colebrook-White equation for flow friction.
- Land Cover
Physical material at Earth’s surface (forest, grassland, urban, water, etc.) affecting hydrological processes.
- Lateral Flow
Horizontal movement of water through soil, particularly important in sloped terrain. Included in MODFLOW coupling.
- Linear Reservoir
Conceptual model where outflow is proportional to storage, used for groundwater and routing calculations.
- LISFLOOD
European flood forecasting model that shares some methodological approaches with CWatM.
M¶
- Manning’s Coefficient (n)
Roughness coefficient for open channel flow. Ranges from 0.025 (smooth lowland rivers) to 0.075 (rough mountain streams).
- MARINA Model
Model for water quality assessment, particularly for nutrients and eutrophication, can be coupled with CWatM.
- Mask Map
Binary grid defining the spatial domain for model calculations and output.
- MESSAGE Model
IIASA’s energy system optimization model for energy planning, designed to couple with CWatM.
- MODFLOW
Modular finite-difference groundwater flow model that can be coupled with CWatM for detailed groundwater simulation.
- Modified Puls Method
Reservoir routing method used in CWatM for simulating lake and reservoir operations.
- Modular Structure
Software architecture where functionality is divided into independent, interchangeable modules.
- MSWEP
Multi-Source Weighted-Ensemble Precipitation - Global precipitation dataset combining gauge, satellite, and reanalysis data.
N¶
- Nash-Sutcliffe Efficiency (NSE)
Statistical measure of model performance comparing simulated to observed values. Range: -∞ to 1 (perfect fit).
- NetCDF4
Network Common Data Form version 4 - Self-describing, portable data format for array-oriented scientific data.
- Normal Storage Limit
Threshold parameter for reservoir operations defining normal operating levels. Calibration range: 0.15-0.85.
O¶
- Open Source
Software with source code freely available for use, modification, and distribution. CWatM uses GNU GPL license.
- Outflow
Water leaving a system boundary, such as discharge from a watershed or release from a reservoir.
P¶
- PC-Raster Framework
Environmental modeling framework that influenced CWatM’s modular structure with initialization and dynamic classes.
- Pedotransfer Function
Mathematical relationship deriving soil hydraulic parameters from easily measured soil properties like texture and organic matter.
- Penman-Monteith Equation
Physically-based method for calculating potential evapotranspiration using energy balance and aerodynamic principles.
- Percolation
Downward movement of water through soil and rock layers under gravity.
- PGMFD
Princeton Global Meteorological Forcing Dataset - Historical climate forcing data for land surface modeling.
- Porosity
Fraction of soil or rock volume occupied by pore spaces that can hold water or air.
- Potential Evapotranspiration (PET)
Maximum water loss possible from a surface with unlimited water supply under given atmospheric conditions.
- Precipitation
Any form of water falling from atmosphere to Earth’s surface: rain, snow, sleet, hail.
- Preferential Flow
Rapid water movement through macropores bypassing the soil matrix. Controlled by empirical shape parameter.
- Python
High-level programming language in which CWatM is written, allowing platform independence and easy modification.
Q¶
- Qbase
Baseflow or outflow from groundwater zone in CWatM’s linear reservoir groundwater model.
R¶
- RCP (Representative Concentration Pathway)
Greenhouse gas concentration trajectories adopted by IPCC for climate modeling (e.g., RCP2.6, RCP4.5, RCP6.0, RCP8.5).
- Recharge
Process of water addition to groundwater from precipitation or surface water infiltration.
- Recession Coefficient
Parameter controlling the rate of decrease in baseflow during dry periods. Key calibration parameter.
- Reservoir Operation
Rules governing water storage and release from reservoirs for flood control, water supply, and other purposes.
- Residence Time
Average time a water molecule spends in a particular reservoir (atmosphere ~10 days, oceans ~3000 years).
- Residual Water Content (θr)
Minimum volumetric water content remaining in soil at high suction pressures.
- Return Flow
Water returning to rivers or groundwater after use in irrigation, industry, or domestic sectors.
- River Network
System of connected stream channels draining a landscape, represented as grid cell connections in CWatM.
- River Routing
Process of moving water through channel networks using hydraulic equations.
- Root Zone
Soil depth from which plants extract water. Variable by vegetation type and soil properties.
- Rosetta
Pedotransfer function model deriving Van Genuchten parameters from basic soil properties.
- Runoff
Water flowing over land surface toward streams after exceeding infiltration capacity or saturation.
- Runoff Concentration
Process of collecting surface runoff within a grid cell before routing. Uses triangular weighting function in CWatM.
- Runoff Concentration Factor
Calibration parameter for time of concentration within grid cells. Range: 0.1-5.0.
S¶
- Saint-Venant Equations
Partial differential equations describing unsteady open channel flow. CWatM uses kinematic wave approximation.
- Saturated Hydraulic Conductivity (Ks)
Rate of water movement through fully saturated soil (m/day).
- Saturated Water Content (θs)
Maximum volumetric water content when all pore spaces are water-filled.
- Settings File
Configuration file (.ini format) containing all model parameters, paths, and options for a CWatM simulation.
- Snow Water Equivalent (SWE)
Depth of water that would result if snowpack melted completely.
- Snowmelt Coefficient
Degree-day factor relating temperature to snowmelt rate. Calibration range: 0.001-0.007 m °C⁻¹d⁻¹.
- Soil Depth Factor
Multiplier for adjusting modeled soil depth. Calibration range: 0.8-1.8.
- Soil Moisture
Water content in unsaturated soil zones, typically expressed as volumetric fraction.
- Spatial Resolution
Grid cell size for model calculations. CWatM supports 30 arcsec to 0.5 degrees.
- Spin-up Period
Initial simulation period allowing model states to equilibrate before analysis period.
- SSP (Shared Socioeconomic Pathway)
Scenarios of socioeconomic global changes used in climate impact assessments (SSP1-SSP5).
- Stomata
Microscopic pores on leaf surfaces controlling gas exchange and transpiration.
- Storage
Volume of water held in various reservoirs: soil, groundwater, lakes, snow, channels.
- Stream Flow
Water discharge through river channels, synonymous with discharge.
- Subdaily Time Step
Computational time intervals smaller than one day, used for soil moisture and routing calculations (10 steps/day).
- Surface Runoff
Water flowing over ground surface when rainfall rate exceeds infiltration capacity.
T¶
- Temporal Resolution
Time step for model calculations. CWatM uses daily steps with subdaily steps for certain processes.
- Total Water Storage (TWS)
Sum of all water stored in a system: surface water, soil moisture, groundwater, snow, ice.
- Transpiration
Water vapor release from plants through stomata. Major component of evapotranspiration.
- Triangular Weighting Function
Mathematical function used to distribute runoff concentration over time within grid cells.
U¶
- Unsaturated Hydraulic Conductivity
Rate of water movement through partially saturated soil, varies with water content.
- Unsaturated Zone
Soil region above water table where pore spaces contain both air and water.
- Upstream Area
Total land area draining to a specific point in the river network.
- Urban Water Cycle
Modified hydrological cycle in cities including water supply, wastewater, stormwater management.
V¶
- Van Genuchten Model
Mathematical model describing soil water retention curve and unsaturated hydraulic conductivity relationships.
- Vapor Pressure Deficit
Difference between saturation vapor pressure and actual vapor pressure, driving evapotranspiration.
- Variable Infiltration Capacity (VIC)
Hydrological model using variable infiltration curve. Compared with CWatM in model intercomparisons.
- Vegetation Dynamics
Temporal changes in plant communities affecting water cycle through changed evapotranspiration and interception.
- Version Control
System for tracking changes to model code. CWatM uses Git with version hashes stored in outputs.
W¶
- Warm Start
Initializing model simulation with saved state variables from previous run rather than default values.
- Water Balance
Accounting equation ensuring conservation of mass: Inputs = Outputs + Change in Storage.
- Water Demand
Human water requirements from irrigation, domestic, industrial, and energy sectors.
- Water Stress
Condition where water demand exceeds available supply, affecting plant growth or human activities.
- Water Table
Upper boundary of saturated groundwater zone where pore water pressure equals atmospheric pressure.
- Water Use
Actual water consumption by various sectors, may be less than demand due to availability constraints.
- Water Year
12-month period for hydrological accounting, often October-September in Northern Hemisphere.
- Watershed
Land area draining to common outlet, synonymous with drainage basin or catchment.
- WFDEI
WATCH Forcing Data methodology applied to ERA-Interim reanalysis - Climate forcing dataset.
- Wilting Point
Soil moisture content below which plants cannot extract water, leading to permanent wilting.
X¶
- xarray
Python library for working with labeled multi-dimensional arrays, particularly NetCDF data.
- XML Metadata
Extensible Markup Language files containing structured metadata about model configuration and data.
- xmipy
Python package for coupling models using the eXtended Model Interface, used in CWatM-MODFLOW coupling.
Z¶
- Zenodo
Research data repository where CWatM datasets and model versions are archived with DOIs.
- Zero Flow
Condition of no discharge in ephemeral or intermittent streams during dry periods.
- Zone of Aeration
Unsaturated zone above water table where pore spaces contain both air and water.
Mathematical Equations and Formulas¶
- Water Balance Equation
Basic conservation equation:
P = ET + R + ΔS
Where: - P = Precipitation - ET = Evapotranspiration - R = Runoff - ΔS = Change in Storage
- Baseflow Equation
Linear reservoir outflow:
Qbase = Storage / (Tbase × Rcoeff)
Where: - Qbase = Baseflow - Storage = Groundwater storage - Tbase = Groundwater reservoir constant (days) - Rcoeff = Recession coefficient
- Van Genuchten Equation
Soil water retention curve:
θ(h) = θr + (θs - θr) / [1 + (α|h|)^n]^m
Where: - θ = Volumetric water content - h = Pressure head - θr = Residual water content - θs = Saturated water content - α, n, m = Empirical parameters
- Manning’s Equation
Open channel flow velocity:
V = (1/n) × R^(2/3) × S^(1/2)
Where: - V = Velocity - n = Manning’s roughness coefficient - R = Hydraulic radius - S = Channel slope
- Penman-Monteith Equation
Reference evapotranspiration:
ET₀ = [Δ(Rn-G) + ρₐcₚ(eₛ-eₐ)/rₐ] / [Δ + γ(1 + rₛ/rₐ)]
Where: - ET₀ = Reference evapotranspiration - Δ = Slope of saturation vapor pressure curve - Rn = Net radiation - G = Soil heat flux - ρₐ = Air density - cₚ = Specific heat of air - eₛ-eₐ = Vapor pressure deficit - rₐ = Aerodynamic resistance - rₛ = Surface resistance - γ = Psychrometric constant
Note
This glossary covers CWatM version 1.10 (October 2025). Terms and definitions may evolve with model updates. For current information, consult https://cwatm.iiasa.ac.at/
See also
CWatM Documentation: https://cwatm.iiasa.ac.at/
GitHub Repository: https://github.com/iiasa/CWatM
IIASA Water Security: https://iiasa.ac.at/models-tools-data/cwatm
Model Manual: Burek et al. (2020) IIASA Report
References
Burek P., et al. (2020). Development of the Community Water Model (CWatM v1.104) – a high-resolution hydrological model for global and regional assessment of integrated water resources management. Geoscientific Model Development 13(7): 3267-3298.