ANNUAL REPORT OF THE CHIEF OF ENGINEERS, 1913 
 
 Table No. 8 of Appendix J J J 
 
 RESULTS "Or DISCHARGE. OBSERVATIONS 
 
 MISSISSIPPI RIVER AND 
 
 TRIBUTARIES 
 
 FOR 
 
 1913 
 
 WASHINGTON 
 
 GOVERNMENT PRINTING OFFICE 
 
 1913 
 
ANNUAL REPORT OF THE CHIEF OF ENGINEERS, 1913 
 
 Table No. 8 of Appendix J J J 
 
 RESULTS OF DISCHARGE OBSERVATIONS 
 
 MISSISSIPPI RIVER AND 
 
 TRIBUTARIES 
 
 FOR 
 
 1913 
 
 WASHINGTON 
 
 GOVERNMENT PRINTING OFFICE 
 
 1913 
 
#472 REPORT OP THE CHIEF OP ENGINEERS, U. S. ARMY. 
 
 
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APPENDIX J J J — 'MISSISSIPPI RIVER COMMISSION. 
 
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APPENDIX J J J MISSISSIPPI PJVER COMMISSION. 
 
 3475 
 
 
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APPENDIX J J J MISSISSIPPI RIVER COMMISSION. 
 
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3486 EEPOET OF THE CHIEF OF ENGINEERS, U. S. ARMY, 
 
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APPENDIX J J J MISSISSIPPI EIVEE COMMISSION. 
 
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3488 EEPOBT OF THE CHIEF OF ENGINEERS, T7. S. AEaTY. 
 
 Table No. 8. — Results of discharge observations, Mississippi River — Continued. 
 
 RESULTS OF DISCHARGE MEASUREMENTS BETWEEN ARKANSAS CITY, ARK.. AND 
 TRIPPE JUNCTION. ARK.. IN TENSAS BASIN ALONG THE ST. LOUIS, IRON MOUNTAIN 
 & SOUTHERN R. R. TRACK. 
 
 Date. 
 
 Stage 
 M. R. C. 
 
 gauze at 
 Arkansas 
 City, Ark. 
 
 Area. 
 
 Mean 
 depth. 
 
 Width. 
 
 Mean 
 velocity 
 
 per 
 second . 
 
 Discharge 
 
 per Method, 
 second. 
 
 1913. 
 
 Apr. 19 
 
 20 
 
 23 
 
 24 
 
 25 and 26. . . 
 
 Fret. 
 55.0 
 55.1 
 55. 1 
 55. 1 
 55. 1 
 55.0 
 
 Sq. feet. 
 50,633 
 55,084 
 59. 792 
 60,788 
 
 • 62,563 
 
 Feet. 
 10.65 
 11.19 
 10.72 
 9.90 
 
 9.61 
 
 Feet. 
 4,756 
 4.921 
 5,580 
 6,140 
 
 6,513 
 
 Feet. 
 1.91 
 1.98 
 2.02 
 2.17 
 
 2.20 
 
 Cu . feet. 
 96,632 
 
 i'.s. r-5 
 
 120,568 
 132, 070 
 
 137, 737 
 
 F and M. 
 F and M. 
 M. 
 M. 
 
 M. 
 
 RESULTS OF DISCHARGE MEASUREMENTS BETWEEN MISSISSIPPI RIVER AND RED 
 FORK LEVEES ABOVE ARKANSAS CITY, ARK. 
 
 Apr. 22. 
 
 55. 1 
 
 19.71 
 
 2,504 
 
 0.51 
 
 25,027 
 
 M. 
 
 For note on method, see below. 
 
 Observations and reduction made under direction of Maj. Clarke S. Smith, Corps of Engineers, 
 United States Army, secretary Mississippi River Commission. 
 
 GEXXEAX NOTES. 
 
 In the column headed "Method," M denotes meter, 2M denotes 2 meters, and F denotes double floats. 
 When 2 meters were used they were run simultaneously and the mean of the results was tabulated. Meters 
 were run at 6/10 depth, and the lower float at mid depth. 
 
 The observations comprise two series on the main river, one for each rise of 1913. 
 
 Observations and reductions were made under the direction of Maj. Clarke S. Smith, Corps of Engineers, 
 United States Army, secretary Mississippi River Commission.