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<br />, <br /> <br />, <br /> <br />o <br /> <br />. <br /> <br />. <br /> <br />i :.. <br />.'. <br />;' <br />~ . <br />.i .- <br />, <br /> <br />, " <br />'. <br />:> <br />:1' . <br /> <br />. <br /> <br />-:.: <br />.; ;,' <br />~.. i <br />.'~..T:~ <br />:~. ~~: <br />~ ~; ~. <br />. .'~~.. <br />.~-: <br /> <br />c <br /> <br />.--- <br /> <br />8 <br /> <br />THE ARKANSAS RIVER FLOOD OF JUNE 3-:-5, 1921. <br /> <br />flood while trying to reach higher ground, cars were overturned and <br />several lives were lost (PI. II, B). The 2,000 cars in the ;ards <br />during the flood suffered enormous damage; many were floated away <br />and overturned or crushed by the impact or pressure of debris. <br />Some cars were floated great distances and were never recovered.' <br />The total property loss in the city was estimated ~t $10,000,000. <br /> <br />PROGRESS OF FLOOD CREST THROUGH ARKANSAS <br />VALLEY. <br /> <br />. <br />~ <br /> <br />The streams that enter Arkansas Ri,er between Canon City and <br />t~e mouth of Chico Creek, 16 miles below I>ueblo, were the source <br />of the flood, and'in that section of the river the flood crest increased <br />rapidly as it proceeded downstream. Below the mouth of Chico <br />Creek the riyer receh'ed practically no additional flood discharges. <br />The approximate time of the flood crest at severnl points, as ob- <br />tained from local observers, and the maximum discharge at points <br />where it was measured are given in the' following table. .As the <br />crest flattened out, it became less sharply defined, and the exact time <br />of its arrival at different points was more difficult'to'deterniine, <br /> <br />" <br /> <br />. <br />.~ '1 <br /> <br />Progre,', of flnod. erNt throngl, Arkan"a. Valley. <br /> <br /> Distance ,,~ppro:dmate time 0; creSt. Rate or crest Duration <br />Point 01 observation. between Progress. ftow. 01 crest <br />points.. dow. <br /> \ <br /> Mlk.ptT <br /> Mlk.. I.,,,,,. .,..t:.-/I. <br />Canon City......"...... ...... ...'....,j. R p. m. June 3.........h.....U. .....iA:<i' 3.1~O <br />Florence.............. ............. .................. 8.30p. m.lullo 3.......u..... 9(l(JfJ <br />Pueblo" '..,.. ,..,,'.... ,. .,.. 3,; )Udnlgl1t Junn 3.............. 10.0 103;000 6 mJn- <br /> utes. <br />lfanzanola...... ...................... ......... 52 9.303. m.Jtlnn .................. ,\,5 ................ <br />Recky Ford.....".....,...... 10 U.30a.rn.luJlct -tu.............. 5.0 ...~~Qij. <br />La Junta, .......,............. 13 :la.m. June ...................... 3.7 45 min. <br /> ule!. <br />Fori Lyon..................... 28 lip, m. June 4............... 3.5 uim;oo.i'" <br />.!lead 01 Amlt.y..nal,..,....... 23 ...~ fL m.. Iune &.uu.......... 4.2 31 hoon, <br />Lamar..... .................................. 7 7.308. m. June & .................... 2.1 ."i2ci;iMxr <br />lIo11y....,.....,....,.,.",.", 30 8.3Op, m. June 'J1..'..:......., 2.3 <br /> <br />.1reasured aJonr river, <br /> <br />The table shows that the rate of progress of the flood crest de- <br />creased as it traveled down'the river. . Above Pueblo the decrease <br />was due chiefly' to the decreased slope of the river, but this could not <br />have had much effect in the lower part of the valley, as the mean <br />slope decreases only from 8.3 feet to the mile between Pueblo and <br />La Junta to 1.5 feet to the mile between La Junta and the State line, <br />Belo,v La Junta the chief factor in retarding the progress of the <br /> <br />-' <br /> <br />'. <br /> <br />, <br />" <br /> <br />';, <br /> <br />. Data on railroad los... token from Railway Age" Juoo 11, 1921. <br /> <br />4 <br />