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CALVIN

General Description

CALVIN is a statewide hydro-economic model for the California's intertied water supply system. The model includes 82 years (1921-2003) of monthly surface and groundwater hydrology; major storage, pumping, and conveyance infrastructure and selected hydropower facilities and agricultural and urban service areas. The model accounts for infrastructure capacities and operating and water scarcity costs, as well as environmental regulations for minimum instream flows. As an optimization model, CALVIN allocates water such that the cost of water scarcity and operation is minimized over the entire modeling time period. In addition to monthly water deliveries and storage, CALVIN provides economic opportunity costs of infrastructure expansion and environmental flows. The website of the model is:  https://calvin.ucdavis.edu

Software and network database:  https://github.com/ucd-cws/calvin

Model Domain

Water supply for California 

Developer

University of California, Davis

Hardware computing requirements

NA

Code language

Originally, CALVIN employed a free linear solver (HEC-PRM, Hydrologic Engineering Center-Prescriptive Reservoir Model) a network flow optimization computer code developed by the US Army Corps of Engineers' Hydrologic Engineering Center in Davis. The model is now coded in Python and solved as a network flow model with open-access solvers including GLPK, CBC, CPLEX and Gurobi. See Dogan et al. (2018) for further details.

Original application

The State of California Resources Agency funded an 18-month study starting in January 1998 to analyze finance options for California's future water supply. An initial model report came in 2001.

Public/proprietary and cost

Free

Physically or empirically based

Empirical 

Mathematical methods used

CALVIN is a hydro-economic optimization model (generalized network flow optimization, described by Jensen and Barnes, 1980).

Input data requirements

  • Surface and groundwater hydrology
  • Facilities and capacities (storage and conveyance)
  • Urban water use
  • Agricultural water use
  • Environmental flow constraints
  • Operating costs

Outputs

  • Water allocations and delivery reliabilities
  • Willingness to pay for water and reliability
  • Economic benefits
  • Conjunctive use operations
  • Value of flexible operations
  • Values of increased capacities
  • Monthly water allocation, typically over 82-year.

Pre-processing and post-processing tools

Originally, HEC-PRM is required to run the model. Inputs must be provided through database connected to HEC-PRM. In the python-based platform and database https://github.com/ucd-cws/calvin the network and other model inputs can modified. Output files are in comma separated value format which can be post-processed with conventional spreadsheets.

Representation of uncertainty

CALVIN is deterministic, uncertainty not explicitly represented, yet its 82 year monthly hydrology accounts various extreme events in the historical record. Calibration process detailed in Jenkins (2001) appendix. 

Prevalence

Modest use in CA water policy and demand analysis. Related literature available on https://watershed.ucdavis.edu/shed/lund/CALVIN

Ease of use for public entities

Requires training and knowledge of network flow optimization, and python.

Ease of obtaining information and availability of technical support

Extensive documentation on UC Davis website, contact information for PIs is readily available. Training session available on demand through the UC Davis Center for Watershed Sciences.  

Source code availability

Most model information is available at:

https://github.com/ucd-cws/calvin

Status of model development

The CALVIN model continues development on the interface to input data and other elements. Results from the model are useful for planning of droughts and climate change.

Challenges for integration

Complex relationship between elements of the model. Existing integration with SWAP could provide a go-between for other models. Specificity of model schematic and inputs may be obstacle to integration with other water supply/demand models.


References

Lund, J. R., Jenkins, M. W., Zhu, T., Tanaka, S. K., Pulido, M., Ritzema, R., Ferriera, I. (2003). Climate Warming & California's Water Future. Davis, CA. Retrieved from https://calvin.ucdavis.edu/content/talking-about-weather-climate-warming-and-californias-water-future-february-2003-report

Lund, J. R., Howitt, R. E., Medellín-Azuara, J., & Jenkins, M. W. (2009). Water Management Lessons for California from Statewide Hydro-economic Modeling Using the CALVIN Model. Retrieved from https://calvin.ucdavis.edu/content/calvin-project-overview

Jenkins, M. W., Draper, A. J., Lund, J. R., Howitt, R. E., Tanaka, S., Ritzema, R., Ward, K. B. (2001). Improving California water management: Optimizing value and flexibility. Davis, CA. Retrieved from https://calvin.ucdavis.edu/content/improving-california-water-management-optimizing-value-and-flexibility-october-2001-report

Jenkins, M. W. (2001). Appendix 2H: Calibration Process Details. In Improving California water management: Optimizing value and flexibility. Retrieved from https://calvin.ucdavis.edu/content/improving-california-water-management-optimizing-value-and-flexibility-october-2001-report

Jensen, P.A. and Barnes, J.W. (1980) Network Flow Programming. John Wiley and Sons, NY.

Fefer, M. (2017). Sensitivity analysis of California water supply: Assessment of vulnerabilities and adaptations. University of California, Davis.

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