OCR Text |
Show PROBLEMS OF IMPERIAL VALLEY AND VICINITY. 217 Monthly record of run-off at important gaging xtations-Continued PRICE RIVER AT HELPER, UTAH. [Unit of run-off, 1,000 acre-feet. Drainage area, 530 square miles.) Year. October. November. December. January. February. March. April. May. June. July. August. September. Total. Per cent of mean. 1 1904............... 12.1 2.7 9.6 121.0 114.0 3.5 2.4 2.3 1905.................... 1.8 1.3 1. 1 1.3 2.0 3.1 4.3 23.3 15.1 1.6 1.2 5.2 61.2 51 1906. . 1 6 1.2 .7 .4 .9 2.4 17.3 58.4 26.5 11.7 7.0 2.5 131.0 110 1907.................. 1 8 1.6 1.2 1.5 2.3 4.4 121.0 157.0 127.0 14.9 8.7 4.0 145.0 1?1 1908 3.3 2.7 2.7 2.5 2.3 15.2 15.9 15.7 10.1 3.1 3.5 1.0 78.2 1909... 2 1 2.3 1.8 .9 .7 3.6 21.7 63.3 55.0 10.3 9.0 8.5 179.0 isn 1910. • .. 4.4 3.2 2.9 9.5 2.3 19.6 47.2 49.3 8.1 2.7 2.1 3.7 155.0 130 1911.............. 4.2 2.3 ? 9 2.6 3.2 12.4 13.4 34.3 14.0 5.0 2.3 7.6 104.0 87 1912. 5.5 4.4 4.0 1.5 1.7 2.2 7.2 27.7 26.4 7.4 4.0 3.0 94.8 79 1913. . 4.5 1.8 1.7 1.1 1.0 4.5 29.8 29.5 14.2 11.9 4.0 5.3 109.0 91 1914.................... 1915......... 2.9 4.4 2.9 2.4 1.8 2.2 2.0 1.8 2.2 2.2 7.8 4.5 28.0 12.3 71.3 20.0 27.7 12.4 12.8 7.9 7.2 3.5 3.0 3.0 170.0 76.6 143 64 1916................ 1.9 2.3 ' 1.9 2.1 2.0 10.8 29.4 52.3 22.1 12.0 8.7 3.9 149.0 1?5 1917.................... 5.2 2.3 ? 1 2.1 3 0 4.4 21.6 56.7 63.7 10.9 3 4 3 7! 178.0 150 1918............. 2.8 2.2 2.5 ? <; 2.3 5.3 6.8 17.6 7.4 5.8 1.7 3.4 60.2 50 1919.................... 3.6 2.7 3 1 2.1 1.9 5.9 18.6 34.3 6.1 • 2.2 ?, 8 7.8 91.1 7fi 1920... 1.1 .7 1.3 1.7 2.3 6.2 67.0 27.3 4.7 8.1 3.8 125.0 105 Mean............ 3.2 2.3 2.1 2.2 2.0 6.5 18.3 41.1 22.0 7.6 4.7 4.2 119.0 Per cent .3 -f- 2 2 2 6 15 35 19 6 4 4 DUCHESNE RIVER AT MY TON, UTAH. [Unit of run-off, 1,000 acre-feet. Drainage area, 2,750 square miles.] 1900 24.8 23.7 21.3 21.0 18.9 24.2 27.8 143.1 101.3 23.2 16.7 17.6 463.6 71 1901.................... 1902.................... 19.3 19 8 18.1 18.8 21.0 18 4 17.2 17.2 15.6 15.5 17.8 17 q 29.6 39.0 194.8 121.1 88.4 133.2 36.7 34.1 27.9 16.8 18.3 15.4 504.7 467.2 79 74 1903 18.3 19.2 18.4 20.3 26.7 28.5 81.9 180.4 56.1 23.1 19.6 522. C 8? 1904.................... ?3 6 21.0 19.8 19.0 20.0 21 9 41.1 175.6 205.5 63.4 38.3 21.9 671.1 106 1905. 24.7 20.6 23.4 18.8 19.3 20.0 26.7 75.0 184.0 51.0 30.0 37.0 530.5 84 1906.................... 21.8 18.0 23.4 18.8 19.3 53.6 204.0 269.0 85.0 30.0 30.8 803.3 1907 . 30.2 42.6 25.1 33.6 23.4 30.8 18.8 18.0 19.3 19.0 29.6 99.0 48.4 202.0 71.3 321.0 143.0 349.0 75.6 95.9 53.4 52.0 32.1 1, 265. 3 589". 4 199 93 1908... 1909 41.9 31.1 32.4 19.0 20.0 30.0 59.0 175.0 350.0 155.0 91.6 90.4 1, 086. 4 171 1910.................-.. 53.2 43.5 39.2 18.0 19.0 60 ? 126.0 227.0 117.0 36.2 23.6 29.8 792.7 1911 32.8 26.0 27.3 21.4 21.0 21.1 18.0 18.4 16.0 16.1 29.6 ?1 8 46.6 25.2 135.4 90.4 186.0 247.0 65.0 67.0 15.1 19.2 15.2 17.8 608.0 591.4 96 93 1912.................. 1913 30.1 32.3 27.1 26.5 20.8 19.7 17.2 24.3 16.7 21.1 25.1 10 * 39.4 50.4 124.0 205.0 98.8 225.0 45.8 63.3 15.6 24.4 39.1 17.4 499.7 739.7 79 117 1914... 1915 29.5 29.0 22.6 22.2 19.5 23.2 19.1 22.8 17.8 23.0 21.9 54.0 33.0 61.9 67.0 132.0 149.0 171.0 31.2 38.6 8.2 28.2 22.6 16.0 441.4 621.9 69 98 1916.................... 1917.................... 40 5 24. 4 17. 1 15.1 31.4 5? 4 47.6 105.0 343.0 140.0 32.5 31.2 886.2 139 1918... 29.2 33.0 29.6 27. 1 28.7 25 S 20.4 15.4 21.7 19.4 24.5 38 q 20.3 38.7 51.0 127.0 162.0 45.8 41.8 6.7 7.9 8.5 16.7 17.4 452.8 403.4 71 63 1919.................... 1920.................... 22.9 22.6 18.6 17.8 21.6 32.1 27.1 136.0 196.0 40.2 33.5 19.2 587.6 93 Mean......... 29.8 25.0 4 23.2 4 18.9 3 19.9 3 30.1 47.1 8 135.4 21 186.5 29 60.5 9i 30.2 5 27.5 4 635.0 Per cent SAN RAFAEL RIVER NEAR GREEN RIVER, UTAH. [Unit of run-off, 1,000 acre-feet.] 1909.. . 1 2 40.0 146.-0 32.2 45.8 39. C 1910............. 7 9 9.6 14 n 13 0 14.0 44.8 44.5 73.8 18.3 6.8 2.7 14.0 233 119 1911.................... 13 6 5.9 6 7, 13 8 10.9 10.1 9.7 30.3 33.2 ft.ll 5.4 9.0 157 80 1912.. 21.9 3.8 3 7 3 1 4.0 6.2 5.7 25.0 93.4 13.7 4.6 3 6 189 96 1913.................... ?3 6 11.8 ?, 9 ? 5 2.8 8.4 20.1 66.4 27.6 8.4 3.2 14,1 192 98 1914 4.5 7.4 4 0 3 4 3.6 5.5 14.9 100.0 9°. 2 18.1: 2.8 1 R 264 135 1915___ 9 s 2.5 3 7 3 0 2.6 12.8 11.7 23.4 26.7 2.3 .1 2,0 101 52 1916.................... ft 7.3 4 ?, 3 6 4.6 23.3 12.3 33.3 55.5 12.1 21.1 4.2 182 93 19-17 . 53 1 4.8 5.4 1.2 5.6 8.1 11.5 52.6 134.0 22.8 6.7 13 0 318 162 1918.................... 4.0 4.7 3.9 3.4 4.1 6.7 6.4 8.7 35.0 33.9 7.7 7.7 126 64 Mean............ Percent............... 15.3 7.8 6.4 3.3 4.2 2.2 4.1 2.1 4.7 2.4 14.0 7.2 15.2 7.8 4x9 23.T5 58.3 29.7 13.8 6.0 7.0 . 3.1 7.7 3.9 198 .... 1 Estimated. 2 Partial record. |
Source |
Original book: [State of Arizona, complainant v. State of California, Palo Verde Irrigation District, Coachella Valley County Water District, Metropolitan Water District of Southern California, City of Los Angeles, California, City of San Diego, California, and County of San Diego, California, defendants, United States of America, State of Nevada, State of New Mexico, State of Utah, interveners] : |