View File - Development Services - City of Oxnard

TABLE 6-2Hydrology for Model SimulationsModel PrecipitationCumulativeActual Departure HydrologyScenario Model Year Annual from Ave. YearYear Year Repeated (inches) (inches) Type 1 Comment0 2000 -- 14.76 -37.72 -- End of Calibration1 2001 1970 13.95 -41.53 2 Beginning of Simulation2 2002 1971 17.93 -41.37 2 --3 2003 1972 9.11 -50.03 1 --4 2004 1973 23.32 -44.48 3 --5 2005 1974 15.88 -46.37 2 --6 2006 1975 18.06 -46.08 2 --7 2007 1976 11.87 -51.98 1 --8 2008 1977 12.88 -56.87 1 --9 2009 1978 36.08 -38.56 3 --10 2010 1979 22.17 -34.16 3 --11 2011 1980 28.85 -23.08 3 --12 2012 1981 11.88 -28.97 2 --13 2013 1982 14.84 -31.90 2 --14 2014 1983 35.63 -14.04 3 --15 2015 1984 11.15 -20.66 2 --16 2016 1985 11.16 -27.27 117 2017 1986 23.53 -21.51 318 2018 1987 7.40 -31.88 1 --19 2019 1988 15.93 -33.72 2 --20 2020 1989 10.45 -41.04 1 Primary Model Output21 2021 1990 7.25 -51.55 1 --22 2022 1991 18.40 -50.92 2 --23 2023 1992 27.09 -41.60 3 Additional Model Output24 2024 1993 32.52 -26.85 3 (for Scenario 2c2 only)25 2025 1994 13.39 -31.23 2 --26 2026 1995 35.34 -13.66 3 --27 2027 1996 13.90 -17.53 2 --28 2028 1997 18.41 -16.89 3 --29 2029 1998 44.77 10.11 3 --30 2030 1999 10.67 3.01 2 --31 2031 2000 14.76 0.00 21 Hydrology Year Type Dry < 52,000 AFY < Normal < 200,000 AFY< Wet -- of Santa Clara River flow.1 = Dry 2 = Normal 3 = Wet2003 2001 20042007 2002 20092008 2005 20102016 2006 20112018 2012 20142020 2013 20172021 2015 20237 2019 20242022 20262025 20282027 20292030 11203113W112003002SCO lw702.xls/033460010Table 6-2