2009
DOI: 10.1061/(asce)0733-9496(2009)135:5(303)
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Climate Driven Water Resources Model of the Sacramento Basin, California

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Cited by 62 publications
(56 citation statements)
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“…Catchment functioning is simulated through the soil moisture method in WEAP, where a water mass balance is computed for each catchment unit and fractional land use área (see Yates et al, 2005Yates et al, , 2009 for a detailed discussion of the model algorithms). In brief this method considers one dimensional, two-compartment (or 'bucket') soil moisture scheme to calcúlate irrigation, evapotranspiration, surface runoff sub-surface runoff (interflow), percolation, and base flow, based on a set of agronomic and hydrologic parameters: crop coefficients for several stages of the plan growth (initial, development, middle, and late) (Kc); runoff-resistance factor (Rrf); preferred flow direction (Fd); effective water-holding capacity of the upper and deep soil layers (Swc and Dwc); hydraulic conductivity rates of the upper and deep soil layers (Ki and K2); relative storage of the upper and deep soil layers (Zi and Z2).…”
Section: The Hydrologic Modelmentioning
confidence: 99%
“…Catchment functioning is simulated through the soil moisture method in WEAP, where a water mass balance is computed for each catchment unit and fractional land use área (see Yates et al, 2005Yates et al, , 2009 for a detailed discussion of the model algorithms). In brief this method considers one dimensional, two-compartment (or 'bucket') soil moisture scheme to calcúlate irrigation, evapotranspiration, surface runoff sub-surface runoff (interflow), percolation, and base flow, based on a set of agronomic and hydrologic parameters: crop coefficients for several stages of the plan growth (initial, development, middle, and late) (Kc); runoff-resistance factor (Rrf); preferred flow direction (Fd); effective water-holding capacity of the upper and deep soil layers (Swc and Dwc); hydraulic conductivity rates of the upper and deep soil layers (Ki and K2); relative storage of the upper and deep soil layers (Zi and Z2).…”
Section: The Hydrologic Modelmentioning
confidence: 99%
“…Water allocation is solved by maximizing the water demand satisfaction, while accounting for pre-defined operational rules and restrictions on water supply. A detailed description of the theory behind the WEAP model is found in Yates et al (2005aYates et al ( , 2009). This approach proved useful for assessing the different drivers and their impacts by explicitly weighing the advantages and disadvantages of various responses based on a set of inputs such as water supply defined using population estimates and crop patterns, reused wastewater, conjunctively managed surface and groundwater supplies, and water use efficiency.…”
Section: Model Formulationmentioning
confidence: 99%
“…This approach proved useful for assessing the different drivers and their impacts by explicitly weighing the advantages and disadvantages of various responses based on a set of inputs such as water supply defined using population estimates and crop patterns, reused wastewater, conjunctively managed surface and groundwater supplies, and water use efficiency. The WEAP model has been used in many research areas (e.g., Yates et al 2009;Ruth et al 2007;Droubi et al 2008). The model was then calibrated using existing information related to surface flow over the time period between 2000 and 2010.…”
Section: Model Formulationmentioning
confidence: 99%
“…These factors vary over time, for example due to increased gross domestic product, changes in consumptive attitudes, or climate change, and therefore make it difficult to forecast future demand requirements. With its focus on scenario analysis, WEAP supports the planner in forecasting demand and supply structures under various assumptions and management practices and helps in developing resources management policies to meet future demands and solve allocation problems [24,25]. WEAP also compares future development with a snapshot of actual water demand, resources and supplies for the system which is called current accounts year.…”
Section: Hydrologic Model Developmentmentioning
confidence: 99%