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1/26/2010 10:10:10 AM
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Title
Mathematical Modeling of a Sociological and Hydrologic Decision System
Date
6/1/1978
Prepared By
Institute for Social Science Research on Natural Resources, Utah State Univ.
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />CHAPTER V <br /> <br />MATHEMATICAL MODEL OF THE SOCIAL SYSTEM <br /> <br />Introduction of the Basic Elements <br />of the Model <br /> <br />Purpose and Approach <br /> <br />The major objective of this study is to trans- <br />lale the system in the conceptual modei shown in <br />Figure 4.1 into a mathematical model for a compuler. <br />The equations reflect the fundamental processes and <br />complex interactions involved in the real world sys. <br />tem. The chapter describes the process and derives <br />a general form of the equations which may be applic- <br />able to any area. This general equation is shown as <br />Ihe summarization of the chapter. Succeeding chap- <br />ters present Ihe actual compuler model, and Table <br />6.1 shows the equations as calibrated for the Sail Lake <br />County sludy area. <br /> <br />The model is based on using a multiple step re- <br />gression technique to derive a general equation winch <br />represents a decision process in regard to a proposal <br />by any group, whether the group be an agency or Ihe <br />public. Any group may be included in the model by <br />calibrating Ihe equation for that group.! Thus the <br />model may be enlarged to as complex a system as that <br />ilIustraled in Figure 4.1 once appropriate data are <br />collected on the additional groups. <br /> <br />The model is viewed as an experimental attempt <br />to mathemalically model a human behavior system <br />and thus to provide a useful simulation tool for pian- <br />ning based upon realistic behavioral data. The model <br />includes complex muiti-relaled variables and provides <br />trade off conditions with respect to Ihem. Although <br />problems remain, Ihe system worked rather well in <br />simulating behavior. It is expected Ihat further test- <br />ing and application would improve it for more general <br />use and similar equations could be adapted to many <br />planning uses. <br /> <br />lOther equations may also have to be adjusted because <br />influences of the additional groups within the system would <br />then be explicitly included. <br /> <br />Flow Chart of Ihe Mathematical <br />Model <br /> <br />As il1uslrated in Figure 1.2, the working model <br />is considerably more simplified than either Ihe real <br />world or the conceplual model. Inevitably, informa- <br />tion is lost as the mathematical flow model in Figure <br />5.1 is developed from Ihe conceptual model in Figure <br />4.1. Each line in Figure 5.1 shows a relationship which <br />may occur in the decision process. The equations for <br />each step are indicated on Ihe right side colullUl and <br />are derived in this chapter. They are summarized in <br />Table 6.1 for the model calibrated for Salt Lake <br />County. From Equation III onward, Ihe "yes" and <br />"no 11 labels indicate rejection or approval at that point <br />of a particular flood control proposal by the related <br />agency or group. As can be seen from the conceptual <br />model, after an initial decision an agency may receive <br />new information, reevaluate the situation, and change <br />its mind. <br /> <br />The model assumes that a time sequence occurs <br />between each step. In the real world, this time lag is <br />undefined and can vary from overlapping to long inler- <br />vening periods depending on which steps are involved, <br />the urgency of the situation, or other reasons. Evalua- <br />tion and communication between an implementing <br />agency and decision agency, for instance, may be <br />rapid for a proposal, but the public input may take <br />some time. The time involved is not explicitly ex- <br />pressed in Ihe equations because of lack of detailed <br />longitudinal data. The process is dynamic but data <br />were collected at one time only under the assumption <br />that Ihe situation had assumed an equilibrium. The <br />resulting static model is comparatively easy to under- <br />stand and appears to be adequate provided Ihat care <br />is used in interpretation. <br /> <br />Equations in the model could be applied at ear- <br />lier slages in Ihe process and could give different re- <br />results because the various values of the dependent <br />variables may vary through time. The basic assump- <br />tion for the validity of the equations is that the rela- <br />lionships belween the factors contained in the equa- <br />tions and the dependent variables is consistent and <br />not Ihal the values of these variables do nol change <br /> <br />57 <br />
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