Square miles.Acres.Cultivated in 1877.
Square miles.Acres.
Salt Lake drainage system.
Base of Uinta Mountains 2.5 1,600 1.6 1,024
Yellow Creek and Duck Creek 2.0 1,280
Randolph Valley and Saleratus Creek 69.0 44,160 9.6 6,344
Shores of Bear Lake 9.0 5,760 5.0 3,200
Cache Valley 250.0 160,000 50.0 32,000
Bear River Delta, Malade Valley, and Connor’s Spring Valley 218.0 139,520 22.0 14,080
Box Elder Valley (Mantua) 1.5 960 1.1 704
Weber Valley from Peoa to Hennefer, inclusive 9.0 5,760 8.5 5,440
Parley’s Park 3.2 2,048 3.2 2,048
Uptown 2.0 1,280 .5 320
Echo Creek 0.9 576 .3 192
Croydon 0.5 320 .4 256
Round Valley 0.5 320 .5 320
Morgan Valley 6.9 4,416 6.0 3,840
Ogden Valley 8.0 5,120 4.1 2,624
Weber Delta Plain 219.0 140,160 91.0 58,240
Kamas Prairie 13.0 8,320 4.7 3,003
Hailstone Ranche and vicinity 2.0 1,280 2.0 1,280
Provo Valley 16.0 10,240 6.0 3,840
Waldsburg 2.0 1,280 2.0 1,280
Utah Valley 190.0 121,600 59.0 37,760
Salt Creek 16.0 10,240 14.0 8,960
Salt Lake Valley (including Bountiful and Centerville) 192.0 122,880 89.8 57,412
Tooele Valley 45.0 28,800 5.4 3,456
Cedar Fort 1.5 1,000 1.2 800
Fairfield 1.5 900 1.2 800
Vernon Creek 2.0 1,200 1.5 900
Saint Johns 1.1 700 1.1 700
East Cañon Creek (Rush Valley) 1.5 900 .8 500
Stockton .3 500 .3 200
Skull Valley 4.0 2,500 1.6 1,000
Government Creek .5 300 .5 300
Willow Spring, T. 10 S., R. 17 W .4 250 .4 250
Redding Spring .1 50 20
Dodoquibe Spring .1 50
Deep Creek, T. 9 S., R. 19 W 1.6 1,000 .8 500
Pilot Peak .3 200
Grouse Valley 2.4 1,500 .8 500
Owl Spring .1 10
Rosebud Creek .6 400 .2 150
Muddy Creek, T. 10 N., R. 15 W .5 300 .5 300
Park Valley 3.5 2,300 1.1 700
Widow Spring .1 20
Indian Creek, T. 13 N., R. 12 W .2 100
East base Clear Creek Mountains .2 150 5
Cazure Creek .3 200
Clear Creek, T. 15 N., R. 12 W .3 200 .1 80
Junction Creek .7 500
Goose Creek .3 200
Pilot Spring .1 15
Deseret Creek (or Deep Creek) 4.5 3,000 .5 300
Crystal Springs, T. 14 N., R. 7 W .2 100 .1 60
Antelope Springs, T. 9 N., R. 6 W .1 30 30
Hanzel Spring .1 15 15
Promontory, east base .9 600 .5 300
Blue Creek 2.3 1,500
Brackish Springs, near Blue Creek 1.5 1,000 .3 200
Antelope Island .1 50
The valley of the Sevier River.
San Pete Valley 31.2 20,000 17.0 10,880
Gunnison 6.2 4,000 44.4 2,800
Sevier Valley, above Gunnison 54.7 35,000 16.5 10,500
Circle Valley 6.3 4,000 1.1 750
Panguitch and above 10.9 7,000 2.8 1,800
Irrigable lands of the desert drainage of southwestern Utah.
Cherry Creek .2 100
Judd Creek .2 100
Levan 3.1 2,000
Scipio 2.6 1,700
Holden 1.6 1,000
Filmore and Oak Creek 5.5 3,500
Meadow Creek 1.9 1,200
Kanosh 3.1 2,000
Beaver Creek and tributaries 21.9 14,000
Paragoonah 1.6 1,000
Parowan 1.6 1,000
Summit .6 400
Cedar City, Iron City, and Fort Hamilton 3.6 2,300
Mountain Meadows .3 200
Pinto .3 200
Hebron 1.6 1,000
Irrigable lands of the Colorado drainage.
Virgin River 30 19,200 11.0 7,040
Kanab Creek 2.5 1,600 1.1 700
Paria River 6 3,840
Escalante River 6 3,840
Fremont River 38 24,320
San Rafael River 175 112,000
Price River 11 7,040
Minnie Maud Creek 3 1,920
Uinta River 285 182,400 .5 300
Ashley Fork 25 16,000 .1 50
Henrys Fork 10 6,400
White River 75 48,000
Browns Park Green River 10 6,400
Below Split Mountain Cañon 50 32,000
Gunnison Valley 25 16,000
Grand River 40 25,600
Total 2,262.41,447,920

CHAPTER VII.
IRRIGABLE LANDS OF THE SALT LAKE DRAINAGE SYSTEM.

By G. K. Gilbert.

The field of my work in 1877 included so large a portion of the drainage basin of Great Salt Lake and so little else that it has proved most convenient to report on all of that basin, or rather on that part of it which lies within the Territory of Utah. In so doing, I have depended, for nearly all the lands draining to Utah Lake, upon the data gathered by Mr. Renshawe, of this survey, in connection with his topographic work. The remainder of the district, with very slight exception, I have myself visited.

The officials and citizens of the Territory have all freely contributed such information as I have sought, and have aided me in many ways; but I have been especially indebted to Mr. Martineau and Mr. Barton, the surveyors of Cache and Davis Counties; to Mr. Fox, the territorial surveyor; and to the Hon. A. P. Rockwood, the statistician of the Deseret Agricultural Society. Mr. Rockwood prepared a statistical report on the Territory in 1875, which has been of great service to me, and he has kindly placed at my disposal the manuscript details of his work as well as the published summary.

METHOD AND SCOPE OF INVESTIGATION.

Where agriculture is dependent upon irrigation, the extent of land that can be put to agricultural use is determined by the relation of the quantity of available water to the quantity of available land. There is a certain amount of water needed by a unit of land, and wherever the land susceptible of cultivation requires more water than is obtainable, only a portion of the land can be utilized. But there is also a limit to the amount of water that can be profitably employed on a unit of land, and where the supply of water is in excess of the quantity required by such lands as are properly disposed to receive and use it, only a portion of the water can be utilized. In order to ascertain, therefore, the extent of agricultural land in a given district, it is necessary to make a measurement of land, or a measurement of water, or perhaps both, and it is necessary to know the amount of water demanded by a unit area of the land under consideration.

The proper quota of water for irrigation depends on climate and soil and subsoil, as well as on the nature of the crop, and varies indefinitely under diverse conditions. As a rule, the best soils require least water; those which demand most are light sands on one hand and adhesive clays on the other. Where the subsoil is open and dry, more water is needed than where it is moist or impervious. Wherever there is an impervious substratum, the subsoil accumulates moisture and the demand for water diminishes from year to year. These and other considerations so complicate the subject that it is difficult to generalize, and I have found it more practicable to use in my investigations certain limiting quantities than to attempt in every case a diagnosis of the local conditions. By comparing the volumes of certain streams in Utah, that are now used in irrigation to their full capacity, with the quantities of land that they serve, I have found that one hundred acres of dry bench land (i. e., land with a deep, dry, open subsoil) will not yield a full crop of grain with less than one cubic foot of water per second, and this under the most favorable climate of the Territory. Where the climate is drier, a greater quantity is required. Where there is a moist subsoil, a less may suffice.

In the drier districts, where the streams are small, they are usually employed upon the dry benches, because these are most convenient to their sources; and it is very rarely the case that their utility is increased by the presence of a moist subsoil. But it is also in the drier districts that the extent of agricultural land is ascertained by the measurement of streams; and hence there is little danger of error if we use in all cases the criterion that applies to dry bench land. In the discussion of the lands of northern Utah, I have therefore assigned to each cubic foot per second of perennial flow the reclamation of one hundred acres of land, with the belief that the consequent estimates would never underrate, though they might sometimes exaggerate, the agricultural resources of the districts examined.

In the measurement of streams the following method was employed: A place was sought where the channel was straight for a distance equal to several times the width of the stream, and where for some distance there was little change in the dimensions of the cross section. Measurement was then made of the width (in feet), of the mean depth (in feet), and of the maximum surface current (in feet per second). The mean current was assumed to be four-fifths of the maximum current; and four-fifths of the product of the three measured elements was taken to give the flow in cubic feet per second. This method of measurement is confessedly crude, and is liable to considerable error, but with the time at my disposal no better was practicable, and its shortcomings are less to be regretted on account of the variability of the streams themselves.