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<br />Figure <br /> <br />3.8 <br /> <br />3.9 <br /> <br />3.10 <br /> <br />3.11 <br /> <br />3.12 <br /> <br />3.13 <br /> <br />3.14 <br /> <br />4.1 <br /> <br />4.2 <br /> <br />4.3 <br /> <br />4.4 <br /> <br />5.1 <br /> <br />5.2 <br /> <br />5.3 <br /> <br />6.1 <br /> <br />7.1 <br /> <br />7.2 <br /> <br />7.3 <br /> <br />7.4 <br /> <br />7.5 <br /> <br />UST OF FIGURES cant. <br /> <br />Hydrograph of computed runoff from Neff's Canyon for the water year <br />1964. . . . . . . . . . . . . . . . . . . . . . . <br /> <br />Hydrographs of observed and computed streamflow at Gaging Station No. <br />1700 on Mill Creek for two slorms. . . . . <br /> <br />Isohyetallines for the event of May 22.23, 1968 <br /> <br />A comparison between observed and computed outflow hydrographs <br />from the study area in the Jordan River for the storm evenl of May 23, <br />1968. . . . . . . . . . . . . . . . . . . . . . <br /> <br />Peak discharge rate for Mill Creek as a function of return frequency at <br />different levels of urbanization . . . . . . . . . . . . . <br /> <br />Peak discharge rate for Big Cottonwood Creek as a function of return <br />frequency at different levels of urbanization. . . . . . . . . <br /> <br />Peak discharge rate for little Cottonwood Creek as a function of return <br />frequency at different levels of urbanization. . . . . . . . . . <br /> <br />Flow chart of the conceptual model of the sociologic-hydrologic system. <br /> <br />Functions within each step of the decision-action process <br /> <br />Steps or components of the agency decision process . . <br /> <br />Conceptualization of the decision process equation: Evaluation of Pro- <br />posa! A by Group I . . . . . . . . . . . . . <br /> <br />Flow chart of mathematical sociologic-hydrologic model <br /> <br />Conceptualization of the basic equation for modeling. The evaluation of a <br />flood control proposal by an agency or populations . . . . . . . <br /> <br />Diagram of conceptualization of processes resulting in the equation for <br />predicting public evaluation . . . . . . . . . . . . . . <br /> <br />Schematic diagram of Ihe computer model of the social system model <br /> <br />Simulated hydrographs from Neff's Canyon from storms of various recur. <br />rence intervals and antecedent soil moisture of 8.5 in. . . . . . <br /> <br />Simulated hydro graphs of runoff from Neff's Canyon from storms of <br />various recurrence intervals and 2.5 m of 11.0 in . . . . . . . <br /> <br />Graph of peak runoff against the causative slorm recurrence interval for <br />Neff's Canyon watershed . . . . . . . . . . . . . . . . <br /> <br />Simulated hydrographs of runoff from the study area of Olympus Cove <br />for various degrees of urbanization. . . . . . . . . . . . . <br /> <br />Graph relating peak runoff to degree of urbanization for the study area <br />of Olympus Cove. . . . . . . . . . . . . . . . . . . <br /> <br />I <br /> <br />Page <br /> <br />35 <br /> <br />36 <br /> <br />37 <br /> <br />39 <br /> <br />40 <br /> <br />40 <br /> <br />40 <br /> <br />42 <br /> <br />44 <br /> <br />48 <br /> <br />54 <br /> <br />58 <br /> <br />62 <br /> <br />73 <br /> <br />92 <br /> <br />93 <br /> <br />93 <br /> <br />94 <br /> <br />94 <br /> <br />94 <br />