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<br />3GC2 <br /> <br />Tabla 3. Ten largest April-May discharge volumes for Fountain Creek and the <br />Sf. Charies River <br /> <br />April-May <br />discharge volume <br />(.c....r..l) <br /> <br />R.nk of Aprll-M.y <br />discharge volume <br /> <br />Water year <br /> <br />Number or day. rankacl <br />&qua/to or hlgh.r th.n <br />I'8nk of discharge YOlume1 <br /> <br />75,200 <br />70,000 <br />53,700 <br />50,700 <br />43,600 <br /> <br />STATION 07106500 fOUNTAIN CREEK AT PUEBLO <br />] 1942 21 <br />2 1980 19 <br />3 1985 30 <br />4 1973 16 <br />5 1957 21 <br /> <br />39,600 6 1983 41 <br />38,900 7 1947 21 <br />30,700 8 1944 32 <br />30,400 9 1984 46 <br />29,300 10 ]987 5] <br />ST. CHARLES RIVER-STATIONS 07108500. 071(18800, 07108900, AND 071_ <br />87,700 1 ]942 46 <br />44.100 2 1987 23 <br />34,800 3 1980 20 <br />25,400 4 1983 25 <br />23,400 5 1944 21 <br /> <br />l <br /> <br />21.800 6 1947 21 <br />19,700 7 1984 37 <br />18.400 8 1924 40 <br />17,900 9 194] 24 <br />13,400 10 1985 31 <br /> <br />IThis column indicates the Dumber of days in which rank or recorded daily mean discharge during April <br />and May of indicated year was equal to cr higher than rank. of April-May discharge '\lolwne. <br /> <br />Adjustment and Extension of Discharge <br />Record <br /> <br />Discharge in the Arkansas River is affected to <br />varying degrees by diversion and reservoir regulation. <br />Generally, the effects are not substantial upstream from <br />Pueblo I{eservoir during April and May; also, the <br />effects decrease as discharge in the river increases. <br />However, three diversions (the Bessemer Ditch, the <br />West Pueblo Ditch, and the Pueblo Water Works <br />intake), which are downstream from Pueblo Reservoir, <br />have a direct effect on discharge at the near-Pueblo sta- <br />tion; hence, recorded discharge at the station is some- <br />what less than the reservoir inflow. <br /> <br />The Bessemer Ditch has the largest effect on dis- <br />charge at the near-Pueblo station; the ditch has a decree <br /> <br />to divert as much as 392 ft3/s. The West Pueblo Ditch <br />has a decree to divert as much as 18 ft3/s and the Pueblo <br />Water Works has a decree to divert as much as 83 ft3/s <br />(Abbott, 1985, p. 60-63). Daily records of the quantity <br />of discharge diverted at the three diversion structures <br />were compiled for the PR1UP study in conjunction <br />with applying the operational capability of the <br />NWSRFS model, but only for water years 1949-87. <br />The records that were compiled indicate that the diver- <br />sions usually do not operate at maximum capacity dur- <br />ing April and May and that the quantities that are <br />diverted during this time generally are smallest during <br />early April and largesl during late May. <br />To adjust the record for the near-Pueblo station <br />for the effects of diversion, the 75th percentile of the <br />daily mean discharge diverted by the three structures <br /> <br />FREQUENCY ANALYSIS OF HISTORICAL DAILY MEAN DISCHARGES 21 <br />