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<br />( <br />, <br /> TABLE I <br /> UNIT HYDROGRAPH BASIC DATA <br /> Anderson Arroyo King Arroyo <br /> Area in Sq. Mi. 55.6 27.0 <br /> L in Miles 19.7 10.4 <br /> Lca in Miles 11.0 6.5 <br /> qp.in c.f.s./sq.mi. 62.2 71.5 <br /> Qp in c.f.s. 3460 1930 <br /> tp in Hours 6.5 4.7 <br /> Ct 1.3 1.3 <br /> Cp 640 404 333 <br /> Sst in ft./ft. .0062 .0072 <br /> tr, in Hours 1.0 1.0 <br /> << <br /> TIME IN HOURS END OF PERIOD ORDINATES <br /> 1 10 40 <br /> 2 180 500 <br /> 3 900 1230 <br /> 4 1930 1730 <br />( 5 2810 1910 <br /> 6 3320 1860 <br /> 7 3460/ 1690 <br /> 8 3360 1470 <br /> 9 3080 . 1240 <br /> 10 2730 1030 <br /> 11 2360 850 <br /> 12 2010 700 <br /> 13 1690 570 <br /> 14 1410 460 <br /> 15 1160 380 <br /> 16 960 310 <br /> 17 790 250 <br /> 18 650 210 <br /> 19 . 530 170 <br /> 20 440 - 140 <br /> 21 360 110 <br /> 22 300 90 <br /> 23 240 80 <br /> 24 200 70 <br /> 25 170 60 <br /> 26 140 50 <br /> 27 110 40 <br /> 28 '90 30 <br /> 29 80 20 <br /> 30 70 15 <br />t <br />, <br /> <br />_ 2 <br />