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Table 1. Streamflow characteristics for the Gunnison River downstream <br />from the Gunnison Tunnel, U.S. Geological streamflow-gaging station 09128000 <br />[Recurrence interval, in years, equals reciprocal of exceedance probability, calculated with <br />annual instantaneous discharge peak; streamflow duration in percentage of time specific <br />discharge is equaled or exceeded calculated with daily mean discharge; ft3/s, cubic foot <br />per second; %, percentage] <br />Recurrence interval <br />Discharge Pre- Post- <br />(ft3/s) regulation regulation <br />1911-65 1966-94 <br />(years) (years) <br />500 <br />1,000 <br />1,140 <br />2,000 <br />2,200 <br />3,000 <br />4,000 <br />5,000 <br />5,140 <br />6,000 <br />7,000 <br />8,000 <br />9,000 <br />10,000 <br />11,000 <br />12,000 <br />13,000 <br />14,000 <br />15,000 <br />16,000 <br />17,000 <br />18,000 <br />19,000 <br />20,000 <br />1.01 <br />1.04 <br />1.09 <br />1.17 <br />1.18 <br />1.30 <br />1.50 <br />1.70 <br />2.0 <br />2.5 <br />3.2 <br />4.4 <br />6.0 <br />8.0 <br />11 <br />16 <br />24 <br />35 <br />55 <br />90 <br />1.01 <br />1.02 <br />1.18 <br />1.25 <br />1.65 <br />2.5 <br />4.0 <br />4.2 <br />6.0 <br />10 <br />16 <br />24 <br />35 <br />50 <br />75 <br />100 <br />Streamflow duration <br />pre- Post- <br />regulation regulation <br />1911-65 1966-94 <br />(% time) (% time) <br />80 80 <br />51 65 <br />28 47 <br />26 42 <br />19 17 <br />18 12 <br />14 4.0 <br />11 1.2 <br />7.9 0.72 <br />7.5 0.70 <br />5.8 0.60 <br />4.1 0.46 <br />2.8 0.28 <br />1.9 0.13 <br />1.2 0.03 <br />0.8 <br />0.5 <br />0.3 <br />0.16 <br />0.09 <br />table 2. A complete set of photographs taken from <br />these locations is in the possession of the NPS Water <br />Resources Division in Fort Collins, Colorado, and <br />selected photographs are presented in the appendix at <br />the end of this report. <br />Geomorphic Surveys <br />Surveys were made of the study reaches with a <br />total-station laser theodolite to quantify geomorphic <br />features, high-water elevations, channel cross-section <br />characteristics, and river gradient. Data from these <br />surveys also were used as input to one-dimensional, <br />water-surface profile models and sediment-entrain- <br />ment potential calculations. The Warner Point study <br />reach (fig. 4) was approximately 3,000 ft long and was <br />surveyed in 1990, 1994, and 1995. Twelve channel <br />cross sections were surveyed in the Warner Point reach <br />and were used to calibrate the one-dimensional, water- <br />surface profile model. Hydraulic-geometry character- <br />istics and sediment-entrainment potential were calcu- <br />lated at 8 of the 12 cross sections. Geomorphic <br />features surveyed included streambanks, alluvial bars, <br />and overflow channels between the bars and adjacent <br />talus slopes. <br />10 Geomorphic and Sedimentologic Characteristics of Alluvial Reaches in the Black Canyon of the Gunnison National Monument, <br />Colorado <br />