|
<br /> Tah 1 e 2. --Observed, synthetic, and weighted flood-frequency relntions
<br /> [All valLl.s are peak discharge, in cubic feet per second, for indicated recurrence interval]
<br /> --U.S.-
<br /> Geological Observed flood-frequency relation Synthetic flood-frequency relation Weighted flood-frequency relation
<br /> Survey station
<br /> nU~lherl 10-years 25-years 50-years 100-years IO-years 25-years 50-yea rs 100-years 10-years 25-years 50-years 100-years
<br /> 070992'.0 1,800 3,140 4,490 6.170 3,360 6,070 8,840 12,350 2.420 4,900 7,750 11,730
<br /> 07107600 1,060 1,800 2,530 3,430 2,400 3,850 5,200 6,800 1,600 3,030 4,S30 6,460
<br /> 07112700 1,230 2,090 2.920 3,930 2,690 4,140 5.410 6,860 1.810 3,320 4,790 6,570
<br /> 07120600 900 1,480 2,040 2,710 1,380 2,250 3,080 4,080 1.090 1,940 2,820 3,940
<br /> 07123700 690 1,330 2,010 2,920 1,500 2,680 3,930 5,600 1,010 2.140 3,450 5.330
<br /> 07124700 980 2,370 4,170 6,880 400 900 1,520 2,440 '980 '2,370 24,170 '6,880
<br /> 07125050 260 420 560 720 1,120 2,170 3,340 4,970 '1,120 '2,170 '3,340 '4.970
<br /> 07126400 1,700 3,600 5,800 8,880 2,160 3,170 4,080 5,J60 1,880 3,340 4,510 5,530
<br />'" 117177450' 1,140 3,300 5,900 9,900
<br /> o 1l?9100" 1.600 3,550 5,850 9,000
<br /> 07129(00 650 1.510 2,600 4.200 3,030 4.040 4,860 5,760 1,600 3,030 4,300 5,600
<br /> 07133100 810 2,120 3,900 6,730 1,920 2,800 3,580 4,460 1,250 2,530 3,660 4,690
<br /> 01134300 3,910 7,070 10,300 14,400 3,630 6,290 9,800 13,540 3,800 6,600 9,920 13,630
<br /> 07lJ5800 2,200 4,020 5,920 8,360 2,890 4,330 5,660 7,220 2,480 4,210 5,720 7,330
<br /> 07133520 1,450 2,950 4,640 6,940 5,630 7,640 9,330 11,170 3,120 5,760 8,160 10,750
<br /> 07153400 100 160 210 270 320 460 590 740 '320 '460 '590 '740
<br /> 07154800 200 410 640 950 350 560 770 1,020 260 500 740 1.010
<br /> lSt.dtion names and locations given in table 1; locations are shown in figure 1.
<br /> 2Synthetic flood-frequency relation not used in detennining weighted values (see "Dependent Variables" in text).
<br /> 30bserved flood-frequency relation not used in detennining weighted values (see "Dependent Varfables" in text}.
<br /> I'Synthetic and weighted flood-frequency relation not shown because model calibration was unsatisfactory (see IICalibration of
<br /> Hainfall-Runoff Model" in text)~
<br />
|