WSP04008

• File Number: 8143.700
• Description: John Martin Reservoir - Annual Operating Plans and Reports
• Basin: Arkansas
• Water Division: 2
• Date: 11/1/1995
• Title: Annual Report of the Operations Secretary Concerning the Operation of John Martin Reservoir - 1995 - Part 2 of 2
• Water Supply Pro - Doc Type: Annual Report

I
I~) ARTICLE I I I
PG 4
AMITY FT. LYON LAS ANIMAS CONSOLo
JUN
~ 1995, INFLOW RELEASE EVAP OWN INFLOW RELEASE EVAP OYN INFLOW RELEASE EVAP OWN
...,} 37352.08 : 1892.71
~ 2301.16
1 307.30 10756 31.20 37520.62 , 0.00 0.00 1.58 1891.13 0.00 0.00 1.92 2299.24
2 271.92 95.17 35.42 37661.95 , 0.00 0.00 1.79 1889.34 0.00 0.00 2.17 2297.07
3 301. 73 105.61 0.00 37858.07 , 0.00 0.00 0.00 1889.34 0.00 0.00 0.00 2297.07
4 458.17 160.36 15.10 38140.78 : 0.00 0.00 0.75 1888.59 : 0.00 0.00 0.92 2296.15
I 5 1638.99 573.65 24.76 39181.36 0.00 0.00 1.23 1887.36 , 0.00 0.00 1.49 2294.66
6 : 1638.99 573.65 34.37 40212.33 , 0.00 0.00 1.66 1885.70 , 0.00 0.00 2.01 2292.65
7 , 1638.99 573.65 29.56 41248.11 , 0.00 0.00 1.39 1884.31 : 0.00 0.00 1.68 2290.97
8 1690.30 591.60 1.01 42345.80 , 0.00 0.00 0.05 1884.26 , 0.00 0.00 0.05 2290.92
9 1690.30 591.60 17.28 43427.22 , 0.00 0.00 0.77 1883.49 : 0.00 0.00 0.93 2289.99
I 10 1690.30 591.60 17.56 44508.36 : 0.00 0.00 0.76 1882.73 , 0.00 0.00 0.93 2289.06
11 1690.30 591.60 17.81 45589.25 , 0.00 0.00 0.75 1881.98 : 0.00 0.00 0.92 2288.14
12 1690.30 591.60 27.39 46660.56 , 0.00 0.00 1.13 1880.85 , 0.00 0.00 1.38 2286.76
13 1690.30 591.60 45.31 47713.95 , 0.00 0.00 1.83 1879.02 , 0.00 0.00 2.22 2284.54
14 , 1690.30 591.60 38.99 48m.66 , 0.00 0.00 1.53 1877.49 : 0.00 0.00 1.87 2282.67
15 , 1690.30 591.60 70.45 49801. 91 0.00 0.00 2.71 1874.78 , 0.00 0.00 3.30 2279 .37
I 16 : 1690.30 591.60 56.45 50844.16 0.00 0.00 2.13 1872.65 , 0.00 0.00 2.58 2276.79
17 : 1444.61 505.61 56.95 51726.21 0.00 0.00 2.10 1870.55 , 0.00 0.00 2.55 2274.24
18 939.27 328.75 57.49 52279.24 0.00 0.00 2.08 1868.47 , 0.00 0.00 2.53 2271 .71
19 937.35 328.07 49.01 52839.51 0.00 0.00 1. 75 1866.72 , 0.00 0.00 2.13 2269.58
20 921. 91 322.67 47.44 53391.31 , 0.00 0.00 1.67 1865.05 : 0.00 0.00 2.04 2267.54
I 21 1690.30 994.61 45.06 54041.94 , 0.00 0.00 1.58 1863.47 , 0.00 0.00 1.91 2265.63
22 1242.76 962.78 41.65 54280.27 , 0.00 0.00 1.44 1862.03 , 0.00 0.00 1.74 2263.89
23 1164.01 1010.11 42.73 54391.44 0.00 0.00 1.47 1860.56 , 0.00 0.00 1.78 2262.11
24 1100.62 987.93 42.52 54461.61 , 0.00 0.00 1.45 1859.11 , 0.00 0.00 1.77 2260.34
25 1296.54 105650 42.30 54659.35 , 0.00 0.00 1.44 1857.67 , 0.00 0.00 1.76 2258.58
I 26 : 1179.37 1015.49 37.73 54785.50 : 0.00 0.00 1.28 1856.39 : 0.00 0.00 1.56 2257.02
27 : 0.00 602.71 46.11 54136.68 , 0.00 0.00 1.56 1854.83 : 0.00 0.00 1.90 2255.12
28 , 0.00 602.71 36.73 53497.24 0.00 0.00 1.26 1853.57 , 0.00 0.00 1.53 2253.59
29 , 0.00 1906.27 9.53 51581.44 0.00 56.15 0.33 1797.09 , 0.00 68.43 0.40 2184.76
30 0.00 6471.41 0.00 45110.03 0.00 222.91 0.00 1574.18 , 0.00 271.67 0.00 1913.09
I TOT 33385.53 24609.67 1017.91 0.00 279.06 39.47 0.00 340.10 47.97
ARTICLE III JOHN MARTIN RESERVOIR
I PG 4
TOTAL FLOOD POOL
JUN
1995, INFLOY RELEASE EVAP OWN INFLOW RELEASE EVAP OWN INFLOW RELEASE EVAP OWN
I 41545.95 0.00 0.00
1 307.30 107.56 34.70 41710.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2 271.92 95.17 39.38 41848.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3 301.73 105.61 0.00 42044.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4 458.17 160.36 16.77 42325.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 1638.99 573.65 27.48 43363.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
I 6 1638.99 573.65 38.04 44390.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7 1638.99 573.65 32.63 45423.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8 1690.30 591.60 1.11 46520.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9 1690.30 591.60 18.98 47600.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10 1690.30 591.60 19.25 48680.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
I 11 1690.30 591.60 19.48 49759.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
12 1690.30 591.60 29.90 50828.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
13 1690.30 591.60 49.36 51877.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
14 1690.30 591.60 42.39 52933.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
15 1690.30 591.60 76.46 53956.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
I 16 1690.30 591.60 61.16 54993.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17 1444.61 505.61 61.60 55871.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
18 939.27 328.75 62.10 56419.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
19 937.35 328.07 52.89 56975.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
20 921.91 322.67 51.15 57523.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
I 21 1690.30 994.61 48.55 58171.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
22 1242.76 962.78 44.83 58406.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
23 1164.01 1010.11 45.98 58514.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
24 1100.62 987.93 45.74 58581.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
25 1296.54 1056.50 45.50 58775.60 0.00 0.00 0.00 ' 0.00 0.00 0.00 0.00 0.00
26 1179.37 1015.49 40.57 58898.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
I 27 0.00 602.71 49.57 58246.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
28 0.00 602.71 39.52 57604.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
29 0.00 2030.85 10.26 55563.29 0.00 0.00 0.00 0.00 3958.03 1053.03 0.00 2905.00
30 0.00 6965.99 0.00 48597.30 0.00 0.00 0.00 0.00 8047.00 3032.00 102.00 7818.00
I TOT 33385.53 25228.83 1105.35 0.00 0.00 0.00 12005.03 4085.03 102.00
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