USGS



LOCATION.--Lat 41°39'50", long 91°30'48" referenced to North American Datum of 1927, in SE 1/4 NW 1/4 sec.11, T.79 N., R.6 W., Johnson County, IA, Hydrologic Unit 07080209, on left bank 10 ft upstream from bridge on Rochester Avenue in Iowa City, and 2.1 mi upstream from mouth.DRAINAGE AREA.--3.01 mi?.PERIOD OF RECORD.--Discharge records from September 1924 to September 1987.GAGE.--Water-stage recorder and v-notch sharp-crested weir. Datum of gage is 663.27 ft above National Geodetic Vertical Datum of 1929.REMARKS.--Retention dam 1,500 ft upstream since 1984.A summary of all available data for this streamgage is provided through the USGS National Water Information System web interface (NWISWeb). The following link provides access to current/historical observations, daily data, daily statistics, monthly statistics, annual statistics, peak streamflow, field measurements, field/lab water-quality samples, and the latest water-year summaries. Data can be filtered by parameter and/or dates, and can be output in various tabular and graphical formats. USGS WaterWatch Toolkit is available at: for summarizing streamflow information include the duration hydrograph builder, the cumulative streamflow hydrograph builder, the streamgage statistics retrieval tool, the rating curve builder, the flood tracking chart builder, the National Weather Service Advanced Hydrologic Prediction Service (AHPS) river forecast hydrograph builder, and the raster-hydrograph builder. Entering the above number for this streamgage into these toolkit webpages will provide streamflow information specific to this streamgage.A description of the statistics presented for this streamgage is available in the main body of the report at: link to other streamgages included in this report, a map showing the location of the streamgages, information on the programs used to compute the statistical analyses, and references are included in the main body of the report.30384755590858Statistics Based on the Entire Streamflow Period of Record05455000 Monthly and annual flow durations, based on 1925–87 period of record (63 years)[ND, not determined]Percentage of days discharge equaled or exceeded????Discharge (cubic feet per second)????Annual flow durationsOctNovDecJanFebMarAprMayJuneJulyAugSeptAnnualKentau statisticP-value990.000.000.000.000.000.000.000.000.000.000.000.000.000.000ND980.000.000.000.000.000.000.010.000.000.000.000.000.000.000ND950.000.000.000.000.000.050.060.020.000.000.000.000.000.000ND900.000.000.000.000.030.200.260.110.010.000.000.000.000.000ND850.000.020.010.000.100.300.400.200.070.000.000.000.010.000ND800.000.050.030.030.140.400.500.290.110.020.000.000.040.000ND750.020.070.070.070.200.500.600.360.170.040.000.000.080.000ND700.030.100.100.100.240.630.750.430.210.070.020.000.110.0360.176650.050.140.140.140.300.750.870.520.300.110.030.020.180.0730.047600.070.200.200.170.360.861.00.630.360.150.050.030.240.0890.028550.100.290.260.200.451.01.20.790.450.190.070.050.310.0890.028500.130.360.310.260.541.21.40.920.550.240.100.060.410.0610.164450.200.450.400.300.631.41.61.00.660.310.130.090.510.1930.003400.290.550.460.400.731.71.91.20.820.400.190.120.650.2800.000350.400.670.580.450.902.02.11.41.00.500.240.170.810.2950.000300.570.840.730.561.12.42.41.61.20.660.320.23 1.00.2330.003250.721.00.880.741.43.02.81.91.60.880.440.32 1.30.2040.011200.921.31.00.952.04.03.32.52.01.10.600.51 1.60.2280.00615 1.21.61.21.23.15.04.23.32.81.60.890.85 2.20.2160.01010 1.72.11.61.85.67.45.24.74.02.41.41.4 3.40.2290.007 5 3.03.72.53.813147.77.78.04.83.63.0 6.30.1480.085 2 6.07.26.28.02829161720158.68.5 150.0850.327 1 111211185037252434281418 270.0460.59705455000 Annual exceedance probability of instantaneous peak discharges, in cubic feet per second (ft3/s), based on the Weighted Independent Estimates method,Annual exceed-ance probabilityRecur-rence interval (years)Discharge (ft3/s)95-percent lower confi-dence interval (ft3/s)95-percent upper confi-dence interval (ft3/s)0.50023823074740.20057376009050.100101,0308321,2800.040251,4801,1601,8800.020501,8201,3902,3800.0101002,1701,6002,9400.0052002,6701,8903,7800.0025003,0702,0604,570and based on the expected moments algorithm/multiple Grubbs-Beck analysis computed using a historical period length of 59 years (1925–1983)a0.50023873064840.20057546059630.100101,0408281,4000.040251,4401,1102,1300.020501,7601,3102,8100.0101002,1001,4903,6200.0052002,4501,6504,5900.0025002,9201,8406,140Kentau statistic-0.082P-value0.363Begin year1925End year1983Number of peaks59??aAnalysis includes only period of record prior to installation of flood retention dam.05455000 Annual exceedance probability of high discharges, based on 1925-83 period of record (59 years)aAnnual exceedance probabilityRecur-rence interval (years)Maximum average discharge (ft3/s) for indicated number of consecutive days13715300.9901.016.53.21.60.770.560.9501.05 147.13.82.11.40.9001.11 21 105.83.32.20.8001.25 32 168.95.43.50.5002 62 31 17116.90.2005 104 51 2817110.100 10 128 62 3420130.04025 155 74 3922150.02050 172 81 4223160.010 100 186 88 4524170.005 200 198 93 4724170.002 500 212 99 492518KENTAU statistic0.0080.1160.1260.1360.156P-level0.9320.1980.1620.1290.082aAnalysis includes only period of record prior to installation of flood retention dam.?05455000 Annual nonexceedance probability of low discharges, based on April 1925 to March 1987 period of record (62 years)?Annual nonexceed-ance probabilityRecur-rence interval (years)Minimum average discharge (cubic feet per second) for indicated number of consecutive days137143060901201830.01 1000.000.000.000.000.000.000.000.000.000.02 500.000.000.000.000.000.000.000.000.010.05 200.000.000.000.000.000.000.000.010.030.10 100.000.000.000.000.000.000.010.030.070.20 50.000.000.000.000.000.010.030.070.160.50 20.000.000.000.000.030.100.220.290.500.801.250.040.050.060.080.150.380.610.791.20.901.110.110.120.150.190.300.600.82 1.21.60.961.040.270.300.330.420.560.831.0 1.72.20.981.020.470.520.530.680.801.01.6 2.12.60.991.010.730.760.830.961.11.62.0 2.42.9Kentau statistic0.1810.2060.2470.3240.2400.1910.1250.0840.105P-value0.0180.0080.0020.0000.0050.0290.1530.3370.22905455000 Annual nonexceedance probability of seasonal low discharges, based on October 1924 to September 1987 period of record (63 years)Annual nonexceed-ance probabilityRecur-rence interval (years)Minimum average discharge (cubic feet per second) for indicated number of consecutive days171430?171430January-February-MarchApril-May-June0.01 1000.000.000.000.000.000.000.000.000.02 500.000.000.000.000.000.000.000.000.05 200.000.000.000.000.000.000.000.020.10 100.000.000.000.010.000.000.010.070.20 50.000.000.010.060.010.030.050.170.50 20.070.090.160.320.150.240.320.660.801.250.260.300.471.00.430.711.01.80.901.110.430.480.671.60.710.991.52.70.961.040.700.760.882.4 1.2 1.32.03.80.981.020.92 1.01.03.0 1.4 1.42.24.70.991.01 1.2 1.31.33.5? 1.5 1.52.45.5Kentau statistic0.3260.3130.2070.0650.2610.2190.2060.170P-value0.0000.0000.0170.455?0.0020.0110.0170.050July-August-SeptemberOctober-November-December0.01 1000.000.000.000.000.000.000.000.000.02 500.000.000.000.000.000.000.000.000.05 200.000.000.000.000.000.000.000.000.10 100.000.000.000.000.000.000.000.000.20 50.000.000.000.010.000.000.000.020.50 20.000.000.010.060.030.050.090.170.801.250.060.080.100.280.150.240.370.630.901.110.150.210.240.540.310.460.671.10.961.040.380.480.560.970.640.851.11.70.981.020.670.780.931.4 1.0 1.21.52.10.991.01 1.1 1.21.51.8? 1.5 1.72.02.6Kentau statistic0.1290.1870.2370.1850.2220.1810.1590.152P-value0.0910.0200.0050.033?0.0090.0330.0640.079 ................
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