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(Quantitative Analysis) <br />• Effective Discharge: <br />—North Platte River 1885 - 1998 <br />NORTH PLATTE RIVER, 1885 -1909, EFFECTIVE DISCHARGE CURVE <br />160,000 <br />I <br />=20INTERVALS <br />LO <br />LO <br />3 2 i <br />M <br />140,000 <br />8209 <br />P� <br />■ <br />w <br />• <br />I <br />a <br />z120,000 <br />� <br />Z <br />Q 100,000 <br />� <br />a. <br />Z 80,000 <br />Q? <br />�y <br />LL <br />Z v 60,000 <br />W <br />y 40,000 <br />Z20,000 <br />a <br />0. . <br />0 5000 10000 15000 20000 25000 30000 <br />FLOW RATE IN CFS <br />14 <br />NTERVAL <br />- <br />4 <br />_ <br />3 2 i <br />RZ = <br />8209 <br />P� <br />■ <br />• <br />I <br />1 <br />� <br />14 <br />