05418500 Maquoketa River Near Maquoketa, Iowa

MAQUOKETA RIVER BASIN

05418500 MAQUOKETA RIVER NEAR MAQUOKETA, IOWA

LOCATION.--Lat 42°05'00", long 90°37'58" referenced to North American Datum of 1927, in NE 1/4 NW 1/4 SE 1/4 sec.17, T.84 N., R.3 E., Jackson County, IA, Hydrologic Unit 07060006, on right bank 10 ft downstream from bridge on State Highway 62, 2.0 mi northeast of Maquoketa, 900 ft upstream from Prairie Creek, 2.2 mi downstream from North Fork Maquoketa River, and 27.6 mi upstream from mouth.

DRAINAGE AREA.--1,553 mi².

PERIOD OF RECORD.--Discharge records from September 1913 to current year. Prior to October 1939, published as "below North Fork near Maquoketa". Prior to October 1930, monthly mean discharge for some periods published in WSP 1308.

GAGE.--Water-stage recorder. Datum of gage is 625.96 ft above National Geodetic Vertical Datum of 1929. Prior to July 14, 1924, non-recording gage; prior to October 1, 1972, at site 300 ft upstream from bridge on State Highway 62 at datum 10.00 ft higher.

REMARKS.--Minor diurnal fluctuations due to operations of power plant located 4.0 mi upstream.

EXTREMES OUTSIDE PERIOD OF RECORD.--A flood, probably in 1903, reached a stage of 23.5 ft, discharge 43,200 ft³/s, at datum in use prior to October 1, 1972.

A summary of all availabledata 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.

The USGS WaterWatch Toolkit is available at:

Tools 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:

A 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.

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MAQUOKETA RIVER BASIN

05418500 MAQUOKETA RIVER NEAR MAQUOKETA, IOWA

Statistics Based on the Entire Streamflow Period of Record

05418500 Monthly and annual flow durations, based on 1914–2013 period of record (100 years)
Percentage of days discharge equaled or exceeded / Discharge (cubic feet per second) / Annual flow durations
Oct / Nov / Dec / Jan / Feb / Mar / Apr / May / June / July / Aug / Sept / Annual / Kentau statistic / P-value
99 / 188 / 192 / 140 / 150 / 130 / 247 / 245 / 198 / 208 / 179 / 145 / 181 / 170 / 0.183 / 0.007
98 / 214 / 215 / 160 / 160 / 150 / 271 / 292 / 249 / 241 / 214 / 197 / 204 / 200 / 0.194 / 0.004
95 / 254 / 252 / 200 / 200 / 220 / 324 / 385 / 362 / 324 / 288 / 250 / 250 / 250 / 0.212 / 0.002
90 / 294 / 292 / 240 / 230 / 300 / 431 / 444 / 428 / 420 / 355 / 314 / 303 / 310 / 0.232 / 0.001
85 / 323 / 324 / 270 / 270 / 340 / 510 / 532 / 495 / 492 / 401 / 355 / 330 / 356 / 0.254 / 0.000
80 / 350 / 349 / 307 / 303 / 380 / 600 / 592 / 555 / 555 / 445 / 391 / 356 / 401 / 0.262 / 0.000
75 / 388 / 387 / 340 / 340 / 414 / 660 / 660 / 598 / 617 / 487 / 421 / 390 / 448 / 0.256 / 0.000
70 / 427 / 428 / 380 / 370 / 460 / 747 / 729 / 658 / 690 / 529 / 454 / 429 / 492 / 0.261 / 0.000
65 / 458 / 476 / 410 / 400 / 500 / 826 / 805 / 726 / 765 / 576 / 490 / 460 / 537 / 0.260 / 0.000
60 / 489 / 526 / 450 / 440 / 550 / 915 / 902 / 805 / 836 / 623 / 521 / 494 / 581 / 0.246 / 0.000
55 / 518 / 566 / 500 / 470 / 600 / 1,020 / 974 / 897 / 928 / 684 / 558 / 531 / 632 / 0.253 / 0.000
50 / 551 / 602 / 537 / 500 / 660 / 1,130 / 1,050 / 980 / 1,000 / 746 / 603 / 574 / 694 / 0.257 / 0.000
45 / 594 / 638 / 580 / 546 / 720 / 1,250 / 1,140 / 1,060 / 1,120 / 810 / 643 / 616 / 765 / 0.264 / 0.000
40 / 640 / 690 / 619 / 580 / 800 / 1,370 / 1,230 / 1,140 / 1,250 / 888 / 700 / 668 / 847 / 0.274 / 0.000
35 / 700 / 751 / 680 / 620 / 880 / 1,500 / 1,380 / 1,270 / 1,390 / 982 / 764 / 738 / 937 / 0.269 / 0.000
30 / 785 / 829 / 757 / 680 / 963 / 1,690 / 1,560 / 1,430 / 1,600 / 1,090 / 846 / 824 / 1,040 / 0.276 / 0.000
25 / 861 / 908 / 835 / 750 / 1,090 / 1,930 / 1,740 / 1,590 / 1,830 / 1,220 / 934 / 912 / 1,180 / 0.265 / 0.000
20 / 982 / 1,040 / 930 / 840 / 1,270 / 2,250 / 1,990 / 1,820 / 2,080 / 1,380 / 1,050 / 1,030 / 1,380 / 0.257 / 0.000
15 / 1,200 / 1,190 / 1,020 / 965 / 1,600 / 2,970 / 2,250 / 2,080 / 2,430 / 1,620 / 1,240 / 1,220 / 1,660 / 0.261 / 0.000
10 / 1,470 / 1,450 / 1,210 / 1,100 / 2,150 / 4,050 / 2,810 / 2,540 / 3,160 / 2,070 / 1,630 / 1,520 / 2,100 / 0.244 / 0.000
5 / 2,050 / 1,930 / 1,520 / 1,540 / 3,410 / 6,230 / 3,730 / 3,510 / 4,680 / 3,110 / 2,490 / 2,260 / 3,180 / 0.146 / 0.031
2 / 3,140 / 2,900 / 2,170 / 2,900 / 5,900 / 9,690 / 5,610 / 5,610 / 7,520 / 5,250 / 3,780 / 4,100 / 5,250 / 0.047 / 0.488
1 / 4,220 / 3,980 / 2,990 / 4,020 / 8,120 / 13,500 / 7,390 / 7,690 / 11,600 / 7,120 / 5,100 / 6,880 / 7,540 / -0.050 / 0.460

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MAQUOKETA RIVER BASIN

05418500 MAQUOKETA RIVER NEAR MAQUOKETA, IOWA

05418500 Annual exceedance probability of instantaneous peak discharges, in cubic feet per second (ft3/s), based on the Weighted Independent Estimates method,
Annual exceed-ance probability / Recur-rence interval (years) / Discharge (ft3/s) / 95-percent lower confi-dence interval (ft3/s) / 95-percent upper confi-dence interval (ft3/s)
0.500 / 2 / 14,700 / 13,000 / 16,600
0.200 / 5 / 23,800 / 21,200 / 26,700
0.100 / 10 / 30,000 / 26,500 / 33,900
0.040 / 25 / 38,000 / 32,700 / 44,000
0.020 / 50 / 43,700 / 36,700 / 52,000
0.010 / 100 / 49,300 / 40,200 / 60,300
0.005 / 200 / 56,200 / 44,500 / 71,100
0.002 / 500 / 62,400 / 47,300 / 82,300
and based on the expected moments algorithm/multiple Grubbs-Beck analysis computed using a historical period length of 111 years (1903–2013)a
0.500 / 2 / 14,800 / 12,900 / 16,800
0.200 / 5 / 24,000 / 21,200 / 27,300
0.100 / 10 / 30,200 / 26,600 / 35,000
0.040 / 25 / 38,000 / 32,800 / 46,000
0.020 / 50 / 43,600 / 36,700 / 55,000
0.010 / 100 / 49,100 / 40,100 / 64,500
0.005 / 200 / 54,500 / 43,100 / 74,800
0.002 / 500 / 61,500 / 46,300 / 89,500
Kentau statistic / -0.096
P-value / 0.160
Begin year / 1914
End year / 2013
Number of peaks / 99
aObserved peak discharge for 2010 is not included in analysis because peak discharge was affected by Lake Delhi Dam failure 74 miles upstream.
05418500 Annual exceedance probability of high discharges, based on 1914–2013 period of record (100 years)
Annual exceed-ance probability / Recur-rence interval (years) / Maximum average discharge (cubic feet per second) for indicated number of consecutive days
1 / 3 / 7 / 15 / 30
0.990 / 1.01 / 2,120 / 1,840 / 1,450 / 1,100 / 784
0.950 / 1.05 / 3,660 / 3,000 / 2,220 / 1,620 / 1,170
0.900 / 1.11 / 4,840 / 3,850 / 2,760 / 1,980 / 1,440
0.800 / 1.25 / 6,680 / 5,190 / 3,590 / 2,530 / 1,830
0.500 / 2 / 11,900 / 8,930 / 5,840 / 3,970 / 2,860
0.200 / 5 / 20,300 / 14,900 / 9,310 / 6,160 / 4,350
0.100 / 10 / 26,300 / 19,200 / 11,800 / 7,700 / 5,360
0.040 / 25 / 34,100 / 25,000 / 15,100 / 9,720 / 6,660
0.020 / 50 / 40,100 / 29,500 / 17,700 / 11,300 / 7,630
0.010 / 100 / 46,200 / 34,200 / 20,300 / 12,900 / 8,600
0.005 / 200 / 52,400 / 38,900 / 23,000 / 14,500 / 9,570
0.002 / 500 / 60,600 / 45,400 / 26,700 / 16,700 / 10,900
Kentau statistic / -0.089 / -0.056 / -0.016 / 0.044 / 0.124
P-value / 0.188 / 0.408 / 0.814 / 0.514 / 0.068
05418500 Annual nonexceedance probability of low discharges, based on April 1914 to March 2013 period of record (99 years)
Annual nonexceed-ance probability / Recur-rence interval (years) / Minimum average discharge (cubic feet per second) for indicated number of consecutive days
1 / 3 / 7 / 14 / 30 / 60 / 90 / 120 / 183
0.01 / 100 / 91 / 97 / 100 / 103 / 109 / 133 / 154 / 170 / 190
0.02 / 50 / 103 / 111 / 115 / 119 / 127 / 153 / 176 / 193 / 218
0.05 / 20 / 126 / 136 / 142 / 147 / 159 / 188 / 213 / 235 / 267
0.10 / 10 / 149 / 162 / 170 / 178 / 193 / 225 / 254 / 279 / 320
0.20 / 5 / 183 / 200 / 211 / 222 / 243 / 279 / 313 / 344 / 398
0.50 / 2 / 272 / 296 / 315 / 333 / 368 / 419 / 468 / 513 / 604
0.80 / 1.25 / 404 / 433 / 459 / 491 / 543 / 623 / 700 / 767 / 916
0.90 / 1.11 / 497 / 525 / 555 / 596 / 659 / 763 / 865 / 946 / 1,140
0.96 / 1.04 / 619 / 642 / 676 / 730 / 803 / 944 / 1,080 / 1,180 / 1,440
0.98 / 1.02 / 713 / 730 / 765 / 829 / 910 / 1,080 / 1,250 / 1,370 / 1,670
0.99 / 1.01 / 810 / 818 / 854 / 927 / 1,010 / 1,220 / 1,430 / 1,560 / 1,910
Kentau statistic / 0.229 / 0.227 / 0.220 / 0.237 / 0.225 / 0.223 / 0.215 / 0.189 / 0.160
P-value / 0.001 / 0.001 / 0.001 / 0.001 / 0.001 / 0.001 / 0.002 / 0.006 / 0.019
05418500 Annual nonexceedance probability of seasonal low discharges, based on October 1913 to September 2013 period of record (100 years)
Annual nonexceed-ance probability / Recur-rence interval (years) / Minimum average discharge (cubic feet per second) for indicated number of consecutive days
1 / 7 / 14 / 30 / 1 / 7 / 14 / 30
January-February-March / April-May-June
0.01 / 100 / 109 / 114 / 118 / 126 / 140 / 171 / 186 / 208
0.02 / 50 / 125 / 132 / 137 / 149 / 164 / 198 / 215 / 241
0.05 / 20 / 154 / 164 / 171 / 190 / 209 / 248 / 266 / 302
0.10 / 10 / 184 / 198 / 208 / 235 / 258 / 302 / 323 / 370
0.20 / 5 / 227 / 246 / 261 / 301 / 333 / 384 / 411 / 475
0.50 / 2 / 338 / 371 / 396 / 475 / 538 / 607 / 660 / 779
0.80 / 1.25 / 494 / 547 / 587 / 732 / 861 / 958 / 1,080 / 1,300
0.90 / 1.11 / 600 / 665 / 714 / 908 / 1,100 / 1,220 / 1,400 / 1,720
0.96 / 1.04 / 735 / 816 / 873 / 1,130 / 1,410 / 1,570 / 1,870 / 2,330
0.98 / 1.02 / 836 / 927 / 991 / 1,300 / 1,660 / 1,850 / 2,260 / 2,840
0.99 / 1.01 / 937 / 1,040 / 1,110 / 1,470 / 1,920 / 2,140 / 2,680 / 3,400
Kentau statistic / 0.150 / 0.173 / 0.185 / 0.144 / 0.295 / 0.293 / 0.276 / 0.235
P-value / 0.028 / 0.011 / 0.007 / 0.035 / 0.000 / 0.000 / 0.000 / 0.001
July-August-September / October-November-December
0.01 / 100 / 120 / 145 / 152 / 173 / 101 / 116 / 125 / 147
0.02 / 50 / 137 / 164 / 172 / 195 / 117 / 135 / 145 / 170
0.05 / 20 / 168 / 196 / 206 / 233 / 146 / 169 / 181 / 210
0.10 / 10 / 201 / 231 / 244 / 275 / 176 / 205 / 219 / 253
0.20 / 5 / 249 / 283 / 298 / 337 / 220 / 258 / 275 / 316
0.50 / 2 / 376 / 416 / 442 / 502 / 331 / 391 / 419 / 478
0.80 / 1.25 / 569 / 618 / 661 / 760 / 489 / 578 / 624 / 713
0.90 / 1.11 / 705 / 761 / 819 / 950 / 596 / 702 / 762 / 874
0.96 / 1.04 / 888 / 954 / 1,030 / 1,210 / 730 / 858 / 938 / 1,080
0.98 / 1.02 / 1,030 / 1,100 / 1,200 / 1,420 / 831 / 973 / 1,070 / 1,240
0.99 / 1.01 / 1,180 / 1,260 / 1,380 / 1,640 / 930 / 1,090 / 1,200 / 1,390
Kentau statistic / 0.309 / 0.290 / 0.274 / 0.226 / 0.175 / 0.170 / 0.181 / 0.177
P-value / 0.000 / 0.000 / 0.000 / 0.001 / 0.011 / 0.013 / 0.008 / 0.010

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MAQUOKETA RIVER BASIN

05418500 MAQUOKETA RIVER NEAR MAQUOKETA, IOWA

Statistics Based on the 1984–2013 Streamflow Period of Record

05418500 Monthly and annual flow durations, based on 1984–2013 period of record (30 years)
Percentage of days discharge equaled or exceeded / Discharge (cubic feet per second) / Annual flow durations
Oct / Nov / Dec / Jan / Feb / Mar / Apr / May / June / July / Aug / Sept / Annual / Kentau statistic / P-value
99 / 286 / 241 / 140 / 210 / 260 / 390 / 370 / 356 / 248 / 215 / 230 / 291 / 232 / 0.140 / 0.284
98 / 300 / 276 / 140 / 230 / 300 / 425 / 394 / 380 / 281 / 236 / 253 / 316 / 268 / 0.133 / 0.309
95 / 323 / 325 / 206 / 250 / 330 / 544 / 467 / 550 / 415 / 369 / 365 / 340 / 330 / 0.145 / 0.269
90 / 390 / 382 / 300 / 282 / 381 / 621 / 562 / 668 / 558 / 422 / 412 / 393 / 407 / 0.186 / 0.153
85 / 422 / 424 / 346 / 323 / 457 / 679 / 646 / 793 / 647 / 485 / 468 / 435 / 464 / 0.195 / 0.134
80 / 447 / 490 / 400 / 372 / 500 / 776 / 777 / 881 / 715 / 546 / 499 / 454 / 515 / 0.211 / 0.104
75 / 477 / 544 / 450 / 420 / 544 / 852 / 941 / 979 / 812 / 627 / 526 / 471 / 561 / 0.205 / 0.116
70 / 497 / 577 / 503 / 465 / 584 / 925 / 985 / 1,040 / 909 / 722 / 564 / 500 / 608 / 0.195 / 0.134
65 / 518 / 596 / 565 / 500 / 625 / 1,000 / 1,040 / 1,100 / 1,050 / 801 / 616 / 531 / 668 / 0.179 / 0.169
60 / 541 / 631 / 601 / 540 / 682 / 1,100 / 1,090 / 1,180 / 1,220 / 875 / 645 / 566 / 740 / 0.191 / 0.143
55 / 570 / 682 / 664 / 562 / 743 / 1,190 / 1,150 / 1,290 / 1,390 / 944 / 693 / 603 / 820 / 0.170 / 0.193
50 / 617 / 749 / 715 / 595 / 814 / 1,290 / 1,230 / 1,400 / 1,560 / 1,020 / 737 / 651 / 891 / 0.200 / 0.125
45 / 665 / 817 / 775 / 620 / 879 / 1,380 / 1,340 / 1,510 / 1,710 / 1,100 / 801 / 721 / 963 / 0.228 / 0.080
40 / 753 / 852 / 817 / 680 / 949 / 1,480 / 1,560 / 1,620 / 1,850 / 1,200 / 871 / 825 / 1,040 / 0.211 / 0.104
35 / 836 / 907 / 895 / 720 / 1,020 / 1,650 / 1,730 / 1,730 / 2,020 / 1,320 / 951 / 896 / 1,130 / 0.230 / 0.077
30 / 879 / 983 / 935 / 783 / 1,090 / 1,810 / 1,940 / 1,870 / 2,170 / 1,440 / 1,040 / 955 / 1,270 / 0.228 / 0.080
25 / 1,000 / 1,070 / 978 / 840 / 1,190 / 2,030 / 2,130 / 2,000 / 2,450 / 1,660 / 1,150 / 1,020 / 1,450 / 0.221 / 0.090
20 / 1,210 / 1,150 / 1,030 / 939 / 1,300 / 2,350 / 2,390 / 2,200 / 2,800 / 1,940 / 1,390 / 1,140 / 1,690 / 0.218 / 0.093
15 / 1,450 / 1,270 / 1,170 / 994 / 1,640 / 3,030 / 2,920 / 2,510 / 3,320 / 2,280 / 1,770 / 1,270 / 1,990 / 0.225 / 0.083
10 / 1,840 / 1,510 / 1,350 / 1,080 / 2,140 / 4,030 / 3,520 / 2,890 / 4,150 / 2,970 / 2,300 / 1,510 / 2,480 / 0.202 / 0.121
5 / 2,550 / 1,930 / 1,650 / 1,320 / 3,450 / 5,550 / 4,500 / 3,700 / 5,740 / 4,570 / 2,950 / 1,860 / 3,600 / 0.237 / 0.069
2 / 3,740 / 2,270 / 2,620 / 1,830 / 5,790 / 7,780 / 6,900 / 5,720 / 9,100 / 7,840 / 4,120 / 2,500 / 5,610 / 0.177 / 0.175
1 / 5,560 / 3,150 / 3,060 / 2,600 / 7,830 / 9,870 / 8,510 / 8,540 / 13,900 / 14,000 / 5,910 / 3,360 / 7,720 / 0.163 / 0.212

1

MAQUOKETA RIVER BASIN

05418500 MAQUOKETA RIVER NEAR MAQUOKETA, IOWA

05418500 Annual exceedance probability of high discharges, based on 1984–2013 period of record (30 years)
Annual exceed-ance probability / Recur-rence interval (years) / Maximum average discharge (cubic feet per second) for indicated number of consecutive days
1 / 3 / 7 / 15 / 30
0.990 / 1.01 / 1,580 / 1,610 / 1,480 / 1,230 / 1,060
0.950 / 1.05 / 2,730 / 2,530 / 2,100 / 1,700 / 1,410
0.900 / 1.11 / 3,640 / 3,230 / 2,560 / 2,040 / 1,660
0.800 / 1.25 / 5,150 / 4,370 / 3,290 / 2,560 / 2,030
0.500 / 2 / 9,950 / 7,870 / 5,490 / 4,050 / 3,070
0.200 / 5 / 19,000 / 14,400 / 9,530 / 6,630 / 4,800
0.100 / 10 / 26,600 / 19,900 / 12,900 / 8,710 / 6,140
0.040 / 25 / 38,000 / 28,300 / 18,100 / 11,800 / 8,070
0.020 / 50 / 47,700 / 35,600 / 22,700 / 14,400 / 9,680
0.010 / 100 / 58,500 / 43,800 / 28,000 / 17,300 / 11,400
0.005 / 200 / 70,500 / 53,100 / 34,000 / 20,600 / 13,400
0.002 / 500 / 88,200 / 67,100 / 43,300 / 25,400 / 16,300
Kentau statistic / 0.149 / 0.186 / 0.136 / 0.108 / 0.159
P-value / 0.254 / 0.154 / 0.301 / 0.412 / 0.225
05418500 Annual nonexceedance probability of low discharges, based on April 1983 to March 2013 period of record (30 years)
Annual nonexceed-ance probability / Recur-rence interval (years) / Minimum average discharge (cubic feet per second) for indicated number of consecutive days
1 / 3 / 7 / 14 / 30 / 60 / 90 / 120 / 183
0.01 / 100 / 100 / 111 / 118 / 124 / 143 / 196 / 227 / 240 / 260
0.02 / 50 / 119 / 130 / 138 / 146 / 166 / 218 / 252 / 268 / 292
0.05 / 20 / 151 / 163 / 173 / 183 / 205 / 257 / 295 / 315 / 346
0.10 / 10 / 185 / 199 / 209 / 223 / 246 / 299 / 340 / 365 / 404
0.20 / 5 / 235 / 249 / 262 / 280 / 305 / 358 / 405 / 436 / 489
0.50 / 2 / 357 / 374 / 391 / 421 / 452 / 509 / 570 / 614 / 708
0.80 / 1.25 / 519 / 538 / 562 / 610 / 653 / 730 / 809 / 871 / 1,030
0.90 / 1.11 / 621 / 642 / 669 / 730 / 784 / 884 / 976 / 1,050 / 1,270
0.96 / 1.04 / 743 / 766 / 798 / 875 / 945 / 1,090 / 1,200 / 1,280 / 1,580
0.98 / 1.02 / 829 / 853 / 889 / 978 / 1,060 / 1,240 / 1,370 / 1,450 / 1,820
0.99 / 1.01 / 910 / 937 / 976 / 1,080 / 1,180 / 1,400 / 1,540 / 1,630 / 2,070
Kentau statistic / 0.163 / 0.149 / 0.145 / 0.186 / 0.163 / 0.241 / 0.200 / 0.186 / 0.136
P-value / 0.212 / 0.254 / 0.269 / 0.154 / 0.212 / 0.064 / 0.125 / 0.154 / 0.301
05418500 Annual nonexceedance probability of seasonal low discharges, based on October 1983 to September 2013 period of record (30 years)
Annual nonexceed-ance probability / Recur-rence interval (years) / Minimum average discharge (cubic feet per second) for indicated number of consecutive days
1 / 7 / 14 / 30 / 1 / 7 / 14 / 30
January-February-March / April-May-June
0.01 / 100 / 132 / 153 / 175 / 208 / 225 / 230 / 233 / 251
0.02 / 50 / 151 / 174 / 196 / 233 / 262 / 270 / 274 / 298
0.05 / 20 / 185 / 211 / 234 / 276 / 327 / 341 / 350 / 385
0.10 / 10 / 220 / 250 / 274 / 321 / 396 / 420 / 434 / 482
0.20 / 5 / 272 / 307 / 332 / 386 / 498 / 532 / 562 / 633
0.50 / 2 / 403 / 451 / 482 / 552 / 762 / 824 / 913 / 1,060
0.80 / 1.25 / 592 / 657 / 702 / 792 / 1,140 / 1,250 / 1,470 / 1,770
0.90 / 1.11 / 722 / 798 / 856 / 960 / 1,400 / 1,550 / 1,880 / 2,320
0.96 / 1.04 / 888 / 979 / 1,060 / 1,180 / 1,730 / 1,940 / 2,430 / 3,080
0.98 / 1.02 / 1,010 / 1,120 / 1,220 / 1,350 / 1,980 / 2,230 / 2,870 / 3,690
0.99 / 1.01 / 1,140 / 1,250 / 1,380 / 1,520 / 2,230 / 2,520 / 3,330 / 4,350
Kentau statistic / 0.133 / 0.123 / 0.101 / 0.025 / 0.276 / 0.256 / 0.251 / 0.261
P-value / 0.320 / 0.358 / 0.453 / 0.866 / 0.037 / 0.054 / 0.058 / 0.049
July-August-September / October-November-December
0.01 / 100 / 219 / 226 / 230 / 247 / 99 / 118 / 121 / 145
0.02 / 50 / 238 / 247 / 252 / 270 / 121 / 144 / 149 / 177
0.05 / 20 / 273 / 285 / 292 / 310 / 162 / 190 / 202 / 236
0.10 / 10 / 310 / 326 / 335 / 356 / 206 / 240 / 257 / 298
0.20 / 5 / 365 / 385 / 399 / 425 / 268 / 310 / 336 / 387
0.50 / 2 / 515 / 545 / 576 / 626 / 416 / 473 / 516 / 592
0.80 / 1.25 / 755 / 806 / 866 / 982 / 594 / 666 / 720 / 831
0.90 / 1.11 / 939 / 1,010 / 1,090 / 1,280 / 693 / 771 / 827 / 961
0.96 / 1.04 / 1,200 / 1,300 / 1,410 / 1,720 / 800 / 884 / 935 / 1,100
0.98 / 1.02 / 1,420 / 1,540 / 1,680 / 2,110 / 867 / 954 / 1,000 / 1,180
0.99 / 1.01 / 1,650 / 1,800 / 1,970 / 2,560 / 926 / 1,020 / 1,050 / 1,250
Kentau statistic / 0.312 / 0.286 / 0.286 / 0.286 / 0.198 / 0.190 / 0.180 / 0.159
P-value / 0.021 / 0.035 / 0.035 / 0.035 / 0.144 / 0.161 / 0.186 / 0.244

1