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

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.