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<br />N <br />o <br />c.o <br />c.o <br /> <br />CHAPTER VI <br />MODEL APPLICATION TO THE COAL CREEK DRAINAGE <br /> <br /> <br />Application Procedure <br /> <br />The hydrosslinity model of Chapter V was <br />applied to the Coal Creek subbasin. The <br />following methods were used in process <br />r epresentat ion: <br /> <br />1. The rainfall and precipitation <br />excess values were generated by the methods <br />described above to represent Price River <br />valley meteorological conditions and the <br />response of the natural system. <br /> <br />2. Overland flow and the flow in <br />channels of stream order 3 or less were <br /> <br />Lateral <br />Tributary Flaw <br />(Channel Orders <br />2ond3 ) <br />(S=K'01 <br /> <br />routed by assuming storage to be a linear <br />function of outflow, and larger channel flows <br />were routed by the Muskinghum equation. <br /> <br />3. Salt pickup from overland flow was <br />estimated by Equation 5.6. <br /> <br />4. Salt loading within a particular <br />order of channel was assumed to be uniform <br />and represented by Equation 4.5. <br /> <br />The Coal Creek drainage was subdivided <br />into nine subbasins (five entering from the <br />right and four from the left) as shown on <br />Figure 6.1. The main tributaries and their <br /> <br />Overland and Microchannel Flaws <br />(Channel Order il <br />(S=K'Ol <br /> <br />Primary Channel Flow <br />(Channel Order 4) <br />S=K'(X'I +(I-Xl'O <br /> <br />~ <br />N <br />I <br /> <br />I <br />o <br /> <br />2 <br />MILES <br /> <br />I <br />3 <br /> <br />I <br />SCALE <br /> <br />Price River <br />(Channel Order 51 <br /> <br />Figure 6.1. The subbasins and macrochannels of the Coal Creek drainage. <br /> <br />57 <br /> <br />