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<br />Section 3: Evaluation of SAMSON <br /> <br />The SAMSON model was developed as a tool to respond to the complexity of the interactions <br />between different components of the South Platte system (e.g., water rights, irrigation, pumping, <br />diversions, water reuse). It was supposed to provide daily management information as well as <br />guidance for long-term strategic planning on how to develop conjunctive use to the fullest extent <br />and how to recharge the aquifer. <br /> <br />The objective of the model, as stated by Morel-Seytoux and Restrepo (1988), was the evaluation <br />of basic state variables (e.g., groundwater table, reservoir water content) from which a variety of <br />other quantities may be derived. The program determines among other things: point flows in the <br />river at diversion points; flows at the Colorado-Nebraska state line; the amount of surface water <br />and groundwater available to "supply areas" (farm, city or industrial area; only farm is <br />implemented in the SAMSON model) and reservoirs; the evolution in time of the water table <br />during the simulation horizon; the amount of water recharged to the aquifer, the amount of <br />groundwater return flow to the river, and the amount of losses to the atmosphere through <br />evaporation and evapotranspiration. <br /> <br />SAMSON simulates a large-scale stream-aquifer system, the South Platte, and is used to evaluate <br />different management strategies for the South Platte River. The model has two components: <br />physical and allocation. It predicts the response of the system for each modification or different <br />water resource management strategies that are introduced into the simulated area. It can be used <br />to simulate the entire river basin system on a daily basis. <br /> <br />The primary limitations of the application of SAMSON are mainly due to the inadequacy of <br />available data, including the collection, data base storage, and retrieval of information necessary <br />for the model. It is difficult for the uninitiated user to understand and use it properly. The <br />extensive amount of information needed to run the program for a large-scale area such as the <br />South Platte makes the model configuration almost too big to be used. <br /> <br />The model is a "discrete kernel" model in that all hydrologic information is stored within a grid <br />area. Each grid cell is one square mile. The discrete kernel technique is used for modeling the <br />saturated groundwater zone. A program GENERA T generates all the discrete kernel coefficients <br />necessary to model an unconfined aquifer system. GENSAM, an acronym for the GENERA T <br />application, was created to be used with SAMSON. Using the coefficients obtained in program <br />GENSAM, SAMSON simulates the response of the aquifer system to any pattern of excitations. <br />In order to use the GENSAM program, the user is required to delineate the aquifer system, <br />superimpose and number a grid system, and gather and input all required data (Morel-Seytoux <br />and Restrepo, 1987). <br /> <br />SAMSON consists of two major components: <br /> <br />1. The decision or allocation model which distributes the surface and groundwaters in the <br />river basin for daily operations among the water users according to some specified rules of <br />operation. It deals with the decision processes of the agencies or individuals in charge of <br />operating the system. The water allocation model generates control variables that determine <br /> <br />8 <br />