sacramento soil moisture accounting model (sac-sma) tanya hoogerwerf

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Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

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Page 1: Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

Sacramento Soil Moisture Accounting Model

(SAC-SMA)Tanya Hoogerwerf

Page 2: Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

Overview

Spatially-lumped continuouscontinuous soil moisture accounting model

Ideal model for the simulation of large-scale (>1000 km2) basins

Takes mean precipitationprecipitation, evaporation and temperature as input

Page 3: Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

Input

CalibrateCalibrate by adjusting baseflow, tension water capacities and runoff simulation parameters

Point or areal estimates of historical precipitation, temperature, and potential evaporation

Page 4: Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

Input (2)

Topography

Soil characteristics

Location of important features such as reservoirs and river junctions

Page 5: Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

How the SAC-SMA Model Works

Page 6: Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

How the SAC-SMA Model Works (2)

Each basin is represented vertically by two zones:

An upper zone (short- term storage capacity)

A lower zone (bulk of the soil moisture and longer groundwater storage)

Page 7: Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

Soil Zones

http://meteora.ucsd.edu/~knowles/html/land/mod_descr.html

Page 8: Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

How the SAC-SMA Model Works (3)

Each layer models …

Tension water elements (water bound by adhesion and cohesion, extracted only by evapotranspiration)

Free water elements (free to move under gravitational forces, may be depleted by evapotranspiration, percolation, horizontal flow)

Page 9: Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

Soil Moisture Budget

W(t) the soil water content at time t 

P(t) the mean precipitation over area A

E(t) the mean evapotranspiration over area A 

R(t) the net streamflow divergence from area A

G(t) the net groundwater loss (through deep percolation) from area A

http://www.cpc.ncep.noaa.gov/soilmst/paper.html

Page 10: Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

Soil Moisture Budget (2)

The streamflow divergence R(t) consists of a • surface runoff component S(t) and a subsurface (base flow)

runoff component B(t):                 R(t) = S(t) + B(t).     

• Wmax is a measure of the capacity of soils to hold water in millimeters

http://www.cpc.ncep.noaa.gov/soilmst/paper.html

Page 11: Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

Soil Moisture Budget (3)G(t) is groundwater flow

E(t) is estimated in this model as follows

(Ep = potential evapotranspiration rate in mm per month)

Page 12: Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

Soil Moisture Budget (4)Ep (potential evaporation):

Depends mainly on the net radiative heating on the surface

Can be estimated from pan evaporation

Thornthwaite's method (1948)…based on observed air temperature and duration of sunlight

Page 13: Sacramento Soil Moisture Accounting Model (SAC-SMA) Tanya Hoogerwerf

SAC-SMA Model Parameters

http://www.crh.noaa.gov/ncrfc/doc/calibration/flowing.html