upr000318 114

TABLE 1 WATER RESOURCES OF CALIFORNIA 32 W A T E R R E S O U R C E S O P C A L I F O R N I A . All these hydrographic quantities of Table 1, while having charac­teristics which qualify the state’s waters as a whole, vary considerably for the separate drainage basins. Nevertheless, adjacent basins are suf­ficiently alike to render distinction to whole regions by reason of their special values. These regional values, in departing from the ones for the entire state, are still only indicative of the predominating charac­teristics of large areas. Individual basins within the regions may have features widely different from those predominating over them. The six large topographic divisions- of the state have such predom­inant regional characteristics. Of these, the Sacramento Drainage Basin is the largest. It, comprises not only all the area lying between the Coast Range and Sierra Nevada Mountains as far south as Suisun Bay, but also the drainage area of Pit River, to the east of the moun­tains and in the northeastern corner of the state. This large basin contains one-fourth o f the state’s water-producing area, and, with the exception of the North Pacific Coast region, it produces more than any other of the six divisions and one-third of all California’s waters. The San Joaquin Drainage Basin is second largest of the six topo­graphical divisions, but produces only one-sixth of the waters. This basin comprises the entire area between the Coast Range and Sierra Nevada Mountains, southerly from Suisun Bay to Tehachapi Pass. _ The third largest division is the North Pacific Coast region, which includes all the streams draining in the Pacific Ocean northward from San Francisco Bay. It contains only one-fifth of the water-producing area, but its streams contain over one-third of all the waters of the state. This is a greater yield than in any other of the divisions. For equal area it produces one-third more water than the Sacramento Basin and over twice that of the San Joaquin. This region contains the most productive drainage basin in the state, the Smith River. Although its collecting area is only 627 square miles in extent, the mean annual run-off is nearly three and one-half million acre-feet. The region that drains into the Pacific Ocean, southward from San Francisco Bay, is called the South Pacific Basin, and for its size is the region of smallest water yield., Although containing one-sixth of the drainage area, but one-twentieth of the state’s waters run off its slopes. Next in size is the region of the G re at Basin, which comprises the areas easterly from California’s principal mountain system, and whose waters do not reach the ocean. One-tenth of the water-producing area of the state is in this region but it yields only one-twentieth of the waters: its increment in total is about equal to that of the South Pacific region. The smallest of the six topographic divisions is the area adjacent to San Francisco Bay, exclusive o f the Sacramento and San Joaquin rivers. This locality contributes only 1 per cent of the total waters of the State. '' '. 1 1, There is a great difference between these six regions m the manner in which their waters run off the collecting areas. Generally the regions of least productivity have the greatest variability' in run-off and demand the largest capacities in storage works to equalize their vari­able stream flow. The South Pacific, the least productive of the six state regions, requires almost three times the storage capacity necessary to obtain the same relative effects in equalized stream flow, as the North Pacific region, the most productive of the six state regions. Number of drainage basin. Stream. Area of drainage basin above main body of agricul­tural # lands, in square miles. Seasonal run-off from drainage area above the main body of For year of mean run-off . For year of ma-rimum run-off. Total in acre-feef? Average acre-feet per square mile of drainage area. Average depth in inches on drainage area. Total in , acre-feet. Average acre-feet per square mile of drainage area. Average depth in inches 911 drainage area. ??'"lir. ? (2) 1.4 © ? (4) (6) ' ; © (8) H i ® SACRAMENTO BASIN. 34 Sacramento River (Upper) above Pit River. ! ? 568 1,486,300 2,616 49.1 3,500,900 6,162 115.5 35 5,346 4,204,600 786 14.7 8,220,000 1,538 28.8 30 McCloud River........................................... 669 1,591,200 2,378 44.6 3,270,000 4,888 91.5 37 •Churn Creek Group.................................. 100 83,100 828 15.5 294,800 2,938 55.1 38 Cow Creek......................................... 444 510,200 1,150 li:.6 1,531,800 3,452 64.7 39 137 103,700 756 1 H E 312,800 2,280 42.7 366 421,800 1,151 21.6 1,025,700 2,799 52.5 34 28,200 825 15.5 96,400 2,821 52.8 80 84,200 1,048 19.6 257,800 3,208 60.1 43 •Backbone Creek Group............................. 178 207,500 1,166 642,300 3,609 67.7: 44 Clear Creek............................................... 251 294,900 1,175 .22.0 850,800 3,390 63.6 937 913,300 974 18.3 2,697,100 2,877 53.9 46 fSacramento River at Red Bluff................. 9,258 9,929,000 1,072 t 20.1 22,700,000 2,452 46.0 47 •Mill Creek Group.......................... ........... 971 1,157,400 1,192 22.4 2,610,000 2,688 50.4 48 •Butte Creek Group................................... 251 358,400 1,428 - 26, 8 839,000 3,343 62.7 49 Feather River............................................. 3,627 5,283,500 1,456 H , 27.3 12,090,000 3,333 62.5 50 •Honcut Creek Group................................ m 31 4 199,400 636 11.9 522,000 1,664 ' 31.2 Yuba River................................................. 1,200 2,652,600 2,210 41.4 6,176,000 5,147 96.5 52 Dry Creek................................................... 79 49,700 627 • 11.8 137,300 1,733 32.5 53 Bear River.................................................. 262 412,500 1,574 29.5 1,117,900 4,267 80.0 54 •Coon Creek Group.................................... 210 34,100 162 3.0 124,200 591 H E 55 American River............................... ........... 1,919 3,181,900 1,658 fc. 01.1 7,725,200 4,026 75.5 56 •Red Bank Creek Group............................ 109 73,000 672 12.6 202,300 1,861 34.9 • '-57' •Elder Creek Group...................... ........ 414 213,000 515 9.7 611,000 1,476 27.7 58 Stony Creek................................................ 11 1 710 555,000 782 14.6 ! 1,495,500 2,106 39.5 394 92,200 234 4.4 265,000 672 12.6 1,195 586,000 490 9.2 1,638,000 1,371 25.7 .61 Putah Creek......... ..................................... '655 42l|800 644 12.1 1,239,000 1,892 _ 35.5 21,420 25,199,500 1,176 -22.1 2,777 52.1 SAN JOAQUIN BASIN. 62 •Orestimba Creek Group............................ 1,340 110,800 83 1.6 450,200 1 336 6.3 63 Panoche Creek..... ...................... ............. 295 27,100 92 1.7 105,500 358 6.7 64 •Cantua Creek Group................................. 208 12,500 60 1.1 55,500 267 5.0 65 Los Gatos Creek......................................... 119 9,750 82 1.5 41,300 347 6.5 66 •Tejon Creek Group................................... 1,341 95,600 71 1.3 414,900 309 5.8 67 Caliente Creek............................................ 471 45,000 96 1.8 201,000 427 8.0 Kern River................................................. 2,410 760,400 316 5.9 \ '2,474,500 1,027 19.2 69 •Poso Creek Group..................................... 576 47,300 82 1.5 1 184,300 320 6.0 110 20,650 187 3.5 67,000 608 11.4 71 Tule River..................................|.............. 390 141,500 363 6.8 448,800 1,152 21.6 •Yokohl Creek Group................................. 98 14,800 151 2.8 58,500 598 11.2 514 407,900 794 14.9 1,088,400 2,118 39.7 •Limekiln Creek Group.............................. 201 62,200 310 5.8 198,100 987 • 18.5 1,694 1,925,100 1,136 21.3 . 5,221,000 3,082 57.8 76 Dry Creek.................................................. 48 4,500 94 1.8 18,100 379 ’ San Joaquin River (Upper)........................ 1,631 2,056,900 1,261 23.6 5,732,000 3,514 65.9 28 2,300 81 1.5 10,500 368 6.9 270 68,300 253 • 4.7 233,600 867 16.3 •Daulton Creek Group............................... 66 5,200 78 1.5 24,100 363 6.8 81 Chowchilla River....... ................................ 238 67,700 284 5.3 195,100 820 15,4 •Dutchman Creek Group........................... . 72 8,300 115 2.2 31,500 438 8.2 103 12,800 125 2.3 48,200 469 8.8 66 6,500 98 1.8 27,900 421 7.9 71 7,500 105 2.0 29,700 416 7.8 86 •Burns Creek Group.................................. 171 24,400 143 2.7 80,200 469 8.8 1,054 1,133,500 1,075 20.2 2,955,000 2,803 52.6 1,543 2,055,800 1,332 24.9 5,099,000 3,296 61.8 59 8,850 151 2.8 32,900 560 10.5 983 1,376,000 1,393 26.1 3,580,000 3,642 68.2 91 Littlejohns Creek....................................... 41 8,150 201 3.8 28,700 709 13.3 122 14,300 117 2.2 44,900 368 6.9 394 316,500 803 15.1 1,003,000 2,546 47.7 632 898,100 1,421 26.7 2,181,000 3,451 64.7 . 285 93,200 327 6.1 277,000 971 18.2 96 Cosumnes River........................................... 534 482,000 903 16.9 1,412,000 2,644 49.6 Totals and means for San Joaquin Basin.. 18,178 12,331,300 678 12.7 1*873 35.1 SAN FRANCISCO BAY BASINS. 139 75,300 542 10.2 263,300 1,894 35.5 •Sonoma Creek Tributaries.......................... 78 35,600 455 8.5 124,400 1,589 29.8 226 115.200 510 9.6 419,400 1,856 a4.8 125 52,500 421 7.9 190,700 1,530 28.7 101 *Mt. Diablo Creek Group........................... 200 69,800 350 6.6 262,900 1,317 24.7 41 17,200 424 7.9 59,500 1,466 27.5 44 • 18,900 433 8.1 70,900 1,626 30.5 83 24,600 297 5.6 115,800 1,397 26.2 38 16,700 441 8.3 63,700 1,681 31.5 106 Alameda Creek............... ............................ 654 140,900 215 4.0 547,200 837 15.7 107 •Mission Creek Group................................. 77 25;000 324 6.1 115,100 1,493 28.0 22 5,200 232 4.4 22,700 1,013 19.0 197 80,100 407 7.6 . 351,000 1,782 33.5 11ft Guadalupe River.......................................... 52 22,000 421 7.9 94,700 1,814 34.0 111 *Lo8 Gatos Creek Group............................. 121 68,500 566 10.6 ; 219,400 1,813 34.0 112 San Francisquito Creek............................... . 38 20,700 550 10.3 64,200 1,707 32.0 113 •San Mateo Creek Group.......... ................ 84 37,100 439 8.2 129,300 1,531 28.7 2,219 825,300 372 7.0 1,403 26.3 NORTH PACIFIC BASINS. 114 627 3,406,200 5.433 101.9 5,711,600 9,109 170.8 115 Klamath River...................... ..................... 2,320 3,410,700 1,470 27.6 7,100,900 3,061 57.4 116 803 242,600 302 5.7 590,900 736 13.8 117 813 521,100 641 12.0 1,233,100 1,517 28.4 118 Salmon River............................................... 734 1,256,400 1,712 32.1 ; 2,466,200 3,360 63.0 119 Trinity River........... ................................. 2,965 4,447,700 1,500 28.1 9,646,100 3,253 61.0 120 Redwood Creek.......................................... 275 837,400 3,042 57.1 1,371,1001 4,981 93.4 121 Mad River................................................... 457 1,182,500 2,588 48.5 ( 1,998,6005 4,373 82.0 122 Eel River........................ ........ 3,547 6,040,000 1,703 31.8 ; 11,046,000 3,115 58.4 123 Bear Greek.. .......................................... 82 227,000 2,785 52.2 392,500 4,816 • 90.3 124 Mattole River........ ..................................... 264 1,060,600 4,017 75.3 1,828,900 6,928 129.9 125 - •Noyo River Group............................ ......... 780 1,305,300 1,674 31.4 2,861,100 j 3,669 68.8 126 Navarro River............................................. 273 391,600 1,435 26.9 866,300 ; 3,173 59.5 127 •Gualala River Group............................. 623 849,700 1,364 25.6 1,840,800 2,955 55.4 128 Russian River............................................. 1,508 1,416,600 940 17.6 3,367,600 2,235 41.9 129 I Lagunitas Creek........................................... 84 89,200 1,062 19.9 204,700 2,437 45.7 130 •Salmon Greek Group.................................. 230 113,900 495 9.3 284,600 1,237 23.2 131 •Bolinas Creek Group................................. 158 36,600 232 4.3 107,000'! 677 12.7 16,543 26,835,100 1,622 30.4 3,199 60.0 SOUTH PACIFIC BASINS. 132 San Diego River............................... .. 207 35,400 171 3.2 232,000 1,121 21.0 133 ? Santa Ysabel Creek.............................. 126 33,000 262 4.9 200,300 1,590 29.9 I . 134 San Luis Rey River......................... 325 59,400 183 3.4 381,300 1,173 22.0 135 Santa Margarita River......................... 690 31,900 46 0.9 169,200 245 4.6 136 •San Jacinto River Tributaries................... 330 48,600 147 2.8 218,200 661 12.4 137 •Santa Ana River Tributaries..................... 460 253,400 551 10.3 720,500 1,568 29.4 138 •San Gabriel River Tributaries.................... 280 150,200 . 536 10.1 553,400 i 1,976 37.1 139 •Los Angeles River Tributaries.................... 167 71,000 426 8.0 307,000 1,841 34.5 140 •Malibu River Group.................................. 379 54,700 144 2.7 230,500 608 11.4 141 •Santa Clara River Tributaries................... | 911 222,100 244 4.6 752,9001 826 15.5 142 Ventura River................. ............................ 226 66,200 293 5.5 269,000 1,189 22.3 1 143 242 48,000 108 .837 15.7 144 Santa Ynez River...................................... 797 205,500 258 4.8" 1,007,700 1,264 ' 23.7 145 San Antonio Creek....................................... 138' 22,600 163 3.1 136,400 987 - 18.5 146 Santa Maria River....................................... 1,634 207,200 W M l 2.4 993,400 608 11.4 147 •San Luis Obispo Creek Group.................... 1,019 222,700 219 4.1 852,900 837 15.7 148 •Salinas River Tributaries........................... 4,042 961,900 238 4.5 J 1 3.770,000 933 17.5 149 •Pajaro River Tributaries............................ 1,070 278,800 261 4.9? ^ 1 1.111.800 1,040 19.5 150 •Soquel Creek Group................................... 324 279,900 864 16.2: 1 916,000 2,827 63.0 151 •Pescadero Creek Group.............................. 222 189,3001| 853 16.0 599,000 2,698 50.5 Totals and means for South Pacific Basins. 13,589 3,441,800 253 4.7 1,003 18.8 . GREAT BASIN. 152 •Tule Lake Group........................................ 901 275,200 305 5.7 1,138,900 1,264 23.7 153 •Goose Lake Group...................................... 275 32,200 117 2.2 146,700 533 154 •Cowhead Lake Basin.................................. 24 5,400 222 4.2 17,500 718 13.5 155 •Surprise Valley Group................................ 379 84,900 224 4.2 268,600 709 156 •Madeline Plains Group............................... 548 110,600 202 362,700 661 157 •Smoke Creek Group................................... 188 37,600 200 3.8 124,300 661 12.4. 158 •Eagle Lake Group...................................... 498 91,000 183 3.4 337,300 677 12.7 159 •Honey Lake Group.................................... 1,507 330,800 220 4.1- I 1,117,000 741 160 •Lake Tahoe Basin...................................... 499 261,000 523 9.8 1,198,300 2,400 45.0 161 Truckee River.............................................. 447 506,000 1,133: 21.3 1,443,100 3,232 60.6 162 WestFork Carson River.............................. 67 115,200 1,714 | pi2.1 276,000 II 4,107 77.0 163 East Fork Carson River....................... 323 309,000 957 ? 17.9 868,500 2,689 50.4 164 West Walker River..................................... 405 313,800 775 14.5s 1 079,000 2,664 50.0 165 East Waker River...................................... 411 312,300 759 14.2 1 1031,300 2,507 166 •Mono Lake Group.................................... 166 215,650 1,301 24.4 402,100 2,427 167 •Adobe Meadows Group............................ 453 53,100 117 2.2 284,900 629 11.8 168 •Owens River (Upper)................................. 524 278,100 531 10.0 516,600 987 18.5 169 •Bishop Creek Group.................................. 446 •341,500 766 14.4 712,900 ; 1,600 170 •Owens Lake Group................................... 216 83,600 388 1 224,300 1,040 171 Mojave River............................................... 211 98,200 466 8.7 ;; 407,700 1,936 172 •Antelope Valley Group....................... . .... 119 29,700 249 4 7 108,200 907. 17.0 173 Whitewater River........................................ 269 13,500 50 0.9 _80i300 299 5.6 Totals and means for Great Basin............. 8,876 3,898,350 439 8.2 . 1,368 25.7 . Grand totals and means for State.............. 80,825 72,531,350 897 linT T 2,169 40.7 • For year of minimum run-off. Total in acre-feet. Average acre-feet per square mile of drainage area. (10) 573.800 2,355,200 800,500 3,200 38.900 1,400 138,300 200 7.700 2,000 43.300 104.400 4,068,800 513.000 142.000 2.073.900 59.000 998.400 14,800 118.800 6.700 1.186.900 20.300 57.000 124.900 27.000 174,600 17.000 0 283.000 0 4,100 27,000 0 49,300 7,500 334.000 0 470.000 0 4,800 0 1,200 220,000 561.000 0 62,900 400 0 29,400 179.000 0 108.000 ? 1,010 441 1,197 32 173 111 439 528 566 572 188 832 187 453 32 618 187 138 176 448 Average depth ... ih inches on drainage area. (12) 10.7 3.5 15.6 3.5 8.5 8.4 8.900 7.900 9,600 10,600 1,100 800 3,600 1,922,800 1,218,000 102,800 172,200 508,900 1,423,200 475,600 548.400 2,379,000 119.500 576.400 428,300 119.400 272.500 64,300 25,100 24,500 7,600 1,100 1,300 3,500 700 10,600 66,200 9,700 00 0 0 21.500 0 10,400 22.500 129 0.0 0.0 0.0 0.0 0.0 Run-off during July. Mean of all months of July, acre-feet. (13) 31.200 252,300 87.500 1,700 10,700 2,200 8,900 590 1,800 4,400 6,200 19.200 397,200 40.500 6,800 163,800 1,600 69,000 350 4,125 0 117,700 510 1,490 3,890 650 52,740 1,270 0.4 3,067 525 128 212 693 480 1,728 1,200 671 1,466 2,183 549 437 437 43 299 107 48 628 43.200 4.400 1,900 30.300 32.200 1105,,900000 80,000 0 157,200 60,000 91.300 110,000 153,600 51.300 0 181.500 154.500 28,800 14,600 1,300 1.400 893 283 272 373 310 138 294 40.9 10.3 8.2 8.2 0.8 11.8 4,800 1,170 540 420 4,100 1,900 82,900 2,000 830 4,390 640 34.700 2,700 221,400 100 205,690 50 1,570 120 1,560 190 290 150 170 70 99,800 166,520 30 76.700 20 40 950 52,100 280 3,370 230 110 350 160 350 90 -90 120 80 1,800 130 30 400 110 340 100 190 64.700 122,800 17.000 38.000 47.700 124,600 7.500 9.500 24,160 ; 2,040 9.500 5,220 1,570 3,400 5,670 360 460 150 320 300 600 320 1,200 4.300 4.200 600 1.500 6.200 1,900 140 2.300 270 1.700 1,800 7.700 1.700 2.500 1.700 Maximum of all months of July. acre-feet. (14) 73.500 493,200 179.800 6,200 32,200 6,600 21.500 2,020 5,400 13.500 17.900 56.600 908,000 91,400 15.900 377,400 4,200 194.800 960 11.600 392,500 1,420 4,280 10,500 1,860 147,400 3,720 19,400 4,540 2,400 1,780 17,800- 8,600 402,300 7,900 2,680 29,740 2,520 211,000 8,500 1,000,000 420 587.900 240 5,370 I 550 4,490 720 1,110 640 680 240 385,000 712.900 100 318,200 90 130 3,000 214.900 830 10,900 Minimum of all months of July, acre-feet. (15) 12,000 154,200 45,700 - 70 820 30 2,900 Trace 160 40 910 . 2,200 175,600 18,000 2,700 75,500 470 20,000 100 650 0 22,800 140 400 900 190 17,200 50 0 17,300 *3, 0 160 840 0 4,190 320 38,400 ? p 47,000 ? p O 110 W 0 fc 28 13,000 16,900 0 1 3.520 Trace Run-off during August. ' Mean I of all months 6 of: August, acre-feet. (16) ; 22,300 218,600 79,600 ?: 1,200 i 7,700 : 1,600 ! 6,300 420 ' 1,300 [ 3,100 ! 4,400 13,700 337,600 I 24,300 j 5,000 100,400 200 21,200 100 2,475 0 ! 28,600 370 1,070 2,780 460 42,780 840 790 370 1,260 570 1,310 300 350 580 320 3,740 580 110 1,800 470 1,100 300 650 108,500 255,600 41,400 90.000 93,700 270,100 12,300 16.000 44,180 3,530 16.500 11,440 3,470 7,360 13.500 820 1,140 430 1.100 100 160 2,500 3,210 1,090 2,600 9,600 16,200 31.400 11.400 31.200 68.700 68.400 57,150 7,900 41.200 71.700 13.700 590 2,100 1,800 3.800 1,690 5.500 12,200 15,500 2.500 6.500 21,100 7.500 610 11,100 1,600 7,900 6.800 30,200 6,700 8,200 5,400 4.600 600 510 7.800 10.500 3.600 9.800 32,400 74,300 92,000 33,800 87,700 236,300 225,900 106,560 42,200 76.500 161,800 53,900 2,450 220 480 Trace Mm 36,500 43.800 4.300 12,600 19,300 29.800 4.300 4,400 9,520 1,080 5,200 1,730 480 1,090 260 I f4 io 0 100 30 m >. 34,200 I 0 I 410 I 1,560 0 I 8,570 0 | 67,400 20 1 65,800 10 340 30 340 23,900 32,890 0 16,400 Maximum of all months of August, acre-feet. (17) Minimum of all months of August, acre-feet. 52.500 427,400 163.500 4.400 23,000 4,700 15.400 1,450 3.900 9,600 12,800 40,500 771,800 54,800 11,700 229,700 520 49.400 270 8.900 92.800 1,010 3.060 11,400 1,330 119,600 2,480 120 150 70 230 110 210 1,500 240 70 210 60 110 34.100 44,300 16.700 21,900 20.100 66,800 7,500; 4.700 12,080 910 4,200 2,610 780 850 1,420 200 20 | r/6 0 900 930 290 460 2,300 ?H o 600 5,100 9,220 24,100 33,600 13,590 0 23,200 32,400 4,700 l ' 90 180 170 500 260 1,000 2,800 2,700 300 1,000 4.000 1,200 100, 1,400 200 1.000 700 2,900] 800 2,000 1,300 1,100 I 100 80 1,200 ' 1,550 I 5301 \ 1,300 I 4,600 , 4,400 j 8,600 I 5,640 10,800 20,100 | 20,000 1 24,150 I 5,800 130,300 42,000 | 7,800 I 290 fSacramento River at Red Bluff includes all streams preceding it in the list, and its area includes 145 square miles additional. See Table 46. •STREAMS GROUPED IN ONE ENTRY IN TABLE. 143,300 1,340 7,000 42,500 ’ 2 64,666 90 183,400 50 1,170 120 976 160 240 140 150 58,300 135,900 64,666 740 40,100 2,i.80 530 250 940 380 790 180 210 350 190 4,060 350 70 1,100 280 660 200 390 57,100 92.300 40.800 51.800 39,500 144,700 12.300 . 8,000 22,090 1,570 7.300 5,720 1,730 1,840 3,400 200 280 110 1,450 1,000 3.100 1,350 4.600 7,900 10,000 1,200 4.100 13,600 4,800 410 7.100 1,200 5,000 2.600 11,300 3,300 6,400 4,200 4,600 600 250 3,800 5,100 1,740 4,700 15.600 20.400 27.600 15,200 30.400 69.100 66,000 45,040 31.100 56,300 89.600 24,950 1,220 110 240 (18) . 8,600 133,600 41,500 50 580 20 2,100 Trace 120 30 650 1,600 149.300 10,800 2,000 46.300 60 8,000 30 560 0 9,500 100 290 640 140 13,900 30 0 9,700 0 80 300 1,040 11,700 Water-yield for irrigation use of equalized flow in streams. Maximum net yield possible. In acre-feet per season. 3,800 2,500 820 Trace Trace Trace 10 19,200 15,800 4,350 7.200 8,100 21.300 4.300 2.200 4,760 480 2.300 860 240 270 60 200 20 30 400 450 140 220 1,100 0 600 2,660 3,200 7,000 9,800 5,750 0 19,800 19,000 2,700 40 0 Trace (19) 1,278,220 3,658,000 1.384.340 61,490 392,850 79,850 345.880 19,740 61,470 157,700 232,970 648,440 8,042,490 891,200 272,380 4,226,800 143,570 2,175,130 37.770 325.880 23,190 2.577.340 48,910 140,580 360,750 61.770 404,340 253,080 20,263,640 66.480 16,800 7,250 5,950 54,490 23.400 577,900 31,220 15,280 107,540 9,920 342,640 46,650 1,540,080 3.150 1,645,520 1,470 49,860 3,430 48,740 5.150 8,190 4,030 4,730 15,620 895,470 1,685,760 5,490 1,032,000 5,380 9,300 199.400 718.480 63,380 322,940 In per cent of mean seasonal run-off. (20) 9,573,090 59,490 28,120 89,860 39.900 48,160 12,380 12,100 15,500 11,190 95,810 15.750 3,480 53,670 15,180 52.750 14.900 27,080 595,320 2,997,460 2,796,770 201,360 427.300 1,067,940 3,647,110 753,660 1.028.780 5,073,600 204.300 943,930 1,122,560 336,780 730,740 1.090.780 76,710 95,680 29,280 22,624,740 16.640 17,490 32,670 19,140 32,080 179,910 81,110 40,470 27,900 128,820 37,070 26,400 98.640 10,620 116,030 164,800 682,950 200,740 226,720 141,980 2,282,180 129,340 15,780 3,460 54,340 66,360 22,180 49,140 191.860 258,390 399.740 95,620 244,110 241,630 249,840 185,460 22,830 253,070 286.860 63,540 64,810 16,040 7,020 2,921,420 58,260,390 86.0 87.0 87.0 74.0- 77.0 77.0 82.0 70.0 73.0 76.0 79.0 71.0 81.0 77.0 76.0 80.0 72.0 82.0 76.0 79.0 68.0 81.0 67.0 66.0 65.0 67.0 69.0 60.0 60.0 62.0 58.0 61.0 57.0 52.0 76.0 66.0 74.0 76.0 67.0 84.0 75.0 80.0 70.0 80.0 '64.0 73.0 66.0 72.0 62.0 64.0 62.0 63.0 64.0 79.0 82.0 62.0 75.0 66.0 65.0 63.0 80.0 68.0 67.0 78.4 79.0 79.0 78.0 76.0 69.0 72.0 64.0 63.0 67.0 68.0 63.0 67.0 67.0 69.0 77.0 72.0 73.0 72.1 88.0 82.0 83.0 82.0 85.0 82.0 90.0 87.0 84.0 90.0 89.0 86.0 86.0 86.0 77.0 86.0 84.0 80.0 Storage capacity required to equalize flow of stream. In acre-feet. (21)* 84.3 72,023,610 3.18 47.0 141,600 8.51 53.0 132,000 7.55 55.0 213,840 6.55 60.0 140,360 7.33 66.0 150,660 4.70 71.0 1,064,280 5.92 54.0 871,160 10.74 57.0 312,400 7.72 51.0 262,560 9.42 58.0 977,240 7.58 56.0 297,900 8.04 55.0 288,000 10.91 48.0 1,233,000 12.50 47.0 158,200 . 3 »l4 .9 0 56.0 953,120 8.22 74.0 1,180,310 7.16 71.0 5,771,400 8.45 72.0 1,115,200 5.56 81.0 839,700 3.70 75.0 492,180 3.47 66.2 47.0 4 9 .0 64.0 6 4 .0 60.0 59.0 54.0 5 8.0 99.0 79.0 8 3.0 79.0 77.0 80.0 86.0 4 3.0 91.0 84.0 76.0 66.0 5 4.0 5 2.0 74.9 80.3 3.715.750 7,358,050 2,784,600 415.500 2,530,590 518.500 1,623,930 141.000 421,000, 1,037,500 1,356,540 4,018,520 34,751,500 2,314,800 752,640 10,567,000 498.500 5,039,940 124,250 1.113.750 88,660 5,091,040 219.000 511,200 1.470.750 230.500 1,172,000 1,265,400 56,380,930 387.800 89,430 42.500 34,130 382,400 225.000 1,748,920 141.900 51,630 353,750 48,840 815.800 155.500 5,101,520 11,250 4,113.800 8,280 204.900 20,800 121,860 21,580 30,720 19,500 21,000 68,320 1.813.600 3,494,860 25,670 3,027,200 18,750 42,900 822.900 1,347,150 233.000 1.108.600 Acre-feet for one acre-foot of net yield. (22) 26,155,760 323,790 •142,400 506,880 210,000 209,400 49,880 49,140 88,560 50,100 394,520 70,000 11,960 288,360 70,400 239,750 49,680 96,460 2,851,280 5,518,040 7,503,540 764,190 1,354,860 3,392,280 11,119,250 1,632,930 3,074,500 19,932,000 544,800 2,036,350 4,307,490 1,253,120 2,294,190 6,516,360 267,600 398,650 113,460 16,595,110 1,100,800 193,200 17,280 271,680 442.400 150.400 418.600 1,124,720 2,610,000 1,012,000 161,280 618,000 502,080 405,990 258,780 191,160 222,480 512,250 125.400 412,440 100,980 48.600 10,900,520 184,907,210 2.91 2.01 2.01 6.76 6.44 6.49 4.70 7.14 6.85 6.58 5.82 6.20 4.32 2.60 2.76 2.50 3.47 2.32 3.29 3.42 3.83 1.98 4.48 3.64 4.08 3.73 2.90 5.00 2.78 5.32 5.86 5.74 7.02 9.62 3.03 4.55 3.38 3.29 4.93 2.38 3.33 3.31 3.57 2.50 5.63 4.11 6.06 2.50 4.19 3.75 4.84 4.44 4.38 2.03 2.07 4.68 2.93 3.48 2.73 5.44 5.06 5.64 5.26 4.35 4.03 4. 5.72 4.48 4.12 4.44 3.43 5.38 4.64 4.55 3.33 3.56 4.79 1.84 2.68 3.80 3.17 3.18 3.05 2.17 2.99 3.93 2.67 2.16 3.84 3.72 3.14 5.98 7.27 8.52 12.25 5.00 5.00 6.67 6.78 8.52 5.86 10.10 2.53 6.30 6.92 3.73 3.17 Net yield of 40 per cent of mean seasonal run-off. In acre-feet per season. (23) 594,520 1,681,840 636.480 33,240 204,080 41.480 168.720 11,280 33,680 83,000 117.960 365,320 3,971,600 462.960 143,360 2,113,400 79,760 1,061,040 19.880 165.000 13,640 1,272,760 29.200 85.200 222.000 36.880 234,400 168.720 Storage capacity required to equalize flow of stream. In acre-feet. )• (24) 10,079,800 44.320 10,840 5,000 3,900 38.240 18,000 304.160 18,920 8,260 56.600 I 5,920 163.160 24,880 770,040 1,800 822,760 920 27.320 2,080 27,080 ?' ? 3*320 5,120 2,600 J 3,000 9,760 453.400 822,320 3,540 550.400 3,260 •5,720 126.600 359.240 37,280 192,800 4,932,560 30,120 14,240 46,080 21,000 27,920 7,560 9.840 6,680 56,360 10,000 2,080 32,040 8,800 27,400 8,280 14.840 330,120 1,362,480 1,364,280 97,040 208,440 502.560 1,779,080 334,960 473,000 2,416,000 90,800 424,240 522,120 156.640 339,880 566.640 35,680 45.560 14,640 10,734,040 14,160 K 13 ,20 0 23,760 ' 12,760 19,440 101,360 60,080 28,400 21,880 88,840 26,480 19.200 82.200 9,040 82,880 89,080 384,760 111,520 111,960 75,720 1,376,720 110,080 12,880 2,160 33,960 44.240 15,040 36.400 132,320 104.400 202.400 ,46,080 123.600 125,520 124,920 86,260 21.240 111,240 136.600 33,440 39,280 11,880 5.400 1,559,340 29,012,580 549,930 882,970 r 334,150 I 73,960 [' 392,850 I 98,520; . 168,720 i 29,330 $ 69,890 j 178,450 f t 191,690 [I 593,650 ? 2,-680.830 $ 370,370 I 143,360; 1,849,230 . 105,680 1,007,990 if 22,860 f 206,250 ! 22,850 , 1,113,670 1 35,040 j 106,500 i 321,900 ! 46,100 175,800 ! 366,970 I 9,458,680 110,800 30,350 13,130 i J 11,600 , ,119,500 7 92,250 . 190,100 ( 41,150 8,470 49,530 11,840 171,320 32,970 577,530 2,700 575,930 1,840 35,520 3,800 40,620 8,300 10,240 6,180 7,880 | 29,280 430,730 472,860 9,740 412,800 6,760 13,870 300,680 314,340 81,080 313,300 4,538,990 48,950 21,360 86,400 31.500 60,730 14.960 17.960 22,140 15,030 116,950 25.500 4,840 96,120 25,300 60,970 15,530 28,940 693,180 1,124,050 1.364.280 48,520 140,700 376,920 1,467,740 301,460 413,880 2,476,400 79,450 403,030 561,280 156,640 390,860 1.133.280 41,030 51,260 19,400 10,550,180 70,800 49,500 71,280 1 39,880 27,220 j 121,630 225,300 113.600 I 98,460 {,317,600 * 78,120 110,400 544,580; 1 211,570 1,106,190 ? 278,800 1 195,930 1 132,510 4,187,980 I 412,800 | 64,400 |: 2,700 I 33,960 I, 55,300 B 18,800 1 109,200. B 198,480 I 240,120 fi 253,000 | 17,280 I'114,330 I 69,040 I 37,480 | 38,820 1127,440 I I 0 I 12,540 i 98,200 f 35,640 21,600 AcreTeet for one acre-foot of net yield. (25) 4,961,130 31,390,140 0.93 0.53 0.53 2.23 1.93 2.38 1.00 2.60 2.08 2.15 1.63 1.63 0.68 0.80 1.00 0.88 1.33 0.95 1.15 1.25 1.68 0.88 1.20 1.25 1.45 1.25 0.75 2.18 0.94 2.50 2.80 2.63 2.98 3.13 5.13 0.63 2.18 1.03 0.88 2.00 1.05 1.33 0.75 1.50 0.70 2.00 1.30 1.83 1.50 2.50 2.00 2.38 2.63 3.00 0.95 0.58 2.75 0.75 2.08 2.43 2.38 0.88 2.18 1.63 0.92 2.18 2.38 2.25 2.25 2.08 2.55 2.22 3.00 2.88 2.23 2.10 0.83 1.00 0.50 0.68 0.75 0.83 0.90 0.88 1.03 0.88 0.95 1.08 1.00 1.15 2.00 1.15 1.13 1.33 5.00 3.75 3.00 3.13 1.40 1.20 3.75 4.00 4.50 3.58 2.95 6.75 6.63 8.13 Net yield of 50 per cent of mean seasonal run-off. In acre-feet per season. Storage capacity required to equalize flow of stream. ,(26) 743,150 2.102.300 795,600 41,550 255,100 51.850 210.900 14.100 42.100 103,750 147,450 456,650 4,964,500 578,700 179,200 2,641,750 99,700 1.326.300 24.850 206,250 17,050 1,590,950 36,500 106.500 277.500 46.100 293,000 210.900 12,599,750 55,400 13,550 6.250 4,880 47,800 22,500 380,200 23,650 10,330 70,750 7.400 203,950 31,100 962,550 2.250 1,028,450 1.150 34,150 2,600 33,850 4.150 6.400 3.250 3,750 12,200 566,750 1,027,900 4,430 688,000 4,080 7.150 158,250 449,050 46,600 241,000 6,165,720 37,650 17,800 57,600 26.250 34,900 8,600 9,450 12,300 8,350 70,450 12,500 2,600 40,050 11,000 34.250 10,350 18,550 412,650 1,703,100 1,705,350 121.300 260,550 628,200 2,223,850 418,700 591,250 3,020,000 113,500 530.300 652,650 195,800 424,850 708.300 44,600 56,950 18,300 3.04 3.75 5.00 1.25 1.00 1.25 1.25 3.00 1.50 2.30 1.25 0.38 0.93 0.55 0.30 0.45 6.00 0 0 0.38 2.50 3.00 4.00 1.26 13,417,550 16.500 29,700 15,950 24,300 126,700 75.100 35.500 27,350 111,050 33.100 24,000 103,600 111,350 480.950 139,400 139.950 94,650 In acre-feet. (27) 787,740 1,303,430 493,270 115,510 617,340 142,070 253,080 45,680 111,140 259,380 300,800 940.700 3,971,600 567,130 215,040 2,694,590 165.500 1,458,930 34,290 305,250 34,100 1,527,310 54,750 170,40