Comparison of VIC and CLM Land Surface Models

I. Comparison in energy balance mode

Comparisons of two models were made in the Arkansas and Red River basin for 1990 to 1999. The same atmospheric forcing-, vegetation type- and vegetation fraction data are used for both models. The simulated data of the CLM for 1992 and 1996 are missing because the CLM does not handle the Febuary of leap years properly.

1. Small basins

Our routing model was run for 19 small basins (most of the basins are smaller than 1000 square mile). It seems that the VIC and CLM perform quite similarly in terms of simulated runoff. However, both models considerably overestimate the runoff for all the small basins. The overestimation might be due to the following factors: (1)the difference in upstream area between the actual and the simulated one; (2)the resolution of the origianl forcing data and/or soil, plant parameter data might not be high enough for the simulation in small basins; and (3)the difference in driver direction between the actual and the one we used.

Click the following links to see the streamflow plots:

Plot 1 & 2     Plot 3 & 4     Plot 5 & 6     Plot 7 & 8     Plot 9 & 10     Plot 11 & 12     Plot 13 & 14     Plot 15 & 16     Plot 17 & 18     Plot 19

2. Larg basins

The routing model was run for 5 larger basins (contributing areas are between 20,000 and 62,000 square miles). Similar to the small basins, the VIC and CLM behave similarly. However, both models perform much better than in small basins although the runoff is still oversimulated (I did not look at how the human activties, such as industrial and agricultural water comsumptions and dams, affect the streamflow).

Click the following links to see the streamflow plots:

Calvin OK     Gainesville TX     Ralston OK     Terral OK     Tulsa OK   

II. Comparison in water balance mode

Since VIC 4.1.0 (the most recent unofficial version) contains bugs (according to Ted), in the following comparisons VIC 4.0.5 (the most recent official version) is used on water balance mode, with model time step being 24 hours and snow time step 3 hours.

The comparisons are made for both large basins (contributing area greater than 20,000 aquare miles) and small basins (contributing area smaller than 1,000 square miles). The simulated streamflow is compared with the observed one (not naturalized). The results show that VIC well reproduces the runoff/streamflow and performs significantly better than CLM for both large and small basins over the simulation period. Click the following links to see the streamflow plots.

1. Large basins

Little Rock AR     Calvin OK     Gainesville TX     Ralston OK     Terral OK     Tulsa OK   

2. Small basins

Amarillo TX     Archer City TX     Cimarron 1 NM     Cimarron 2 NM     Dawson NM     Eagle Nest NM     Electra TX     Golondrinas 1 NM     Golondrinas 2 NM     Henrietta TX     Kelton TX     La Cueva NM     Logan NM     Quanah TX     Truscott TX     Wayside TX   

III. Comparison among different modes

1. Large basins

Little Rock AR     Ralston OK     Tulsa OK   

2. Small basins

Archer City TX     Cimarron 1 NM     Golondrinas 2 NM     La Cueva NM     Truscott TX    

IV. Comparison with the previous study (Maurer et al)

Little Rock AR    

V. Evaluation of VIC across globe (site evaluation)

This part of the work was conducted in collaboration with Dr. Christine Delire , University of Montpellier II, France.

Valday, Usadievskiy, Russia

HAPEX-Mobilhy Caumont site, France

Cabauw, the Netherlands

ABRACOS, Reserva Jaru, Brazil

FIFE, Manhattan, Kansas, USA

VI. Comparison of CLM and VIC in Torne and Kalix basin

VII. Comparison of CLM and VIC across globe (site evaluation)

Valday (a small catchment), Russia

HAPEX-Mobilhy Caumont site, France

Cabauw, the Netherlands

ABRACOS, Reserva Jaru, Brazil

FIFE, Manhattan, Kansas, USA

VIII. Comparison of CLM and VIC in Arkansas & Red river basin