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Last modified
1/26/2010 12:12:52 PM
Creation date
10/11/2006 9:31:57 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8449.921
Description
Lower Platte Tri-County Project Water Demand & Power Studies
State
NE
Basin
South Platte
Date
1/1/1923
Author
Univer. Of Nebraska
Title
Report of Certain Investigations on the Central Nebraska Supplemental Irrigation Project
Water Supply Pro - Doc Type
Publication
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<br />, <br /> <br />DEPARTMENT Of. PUBL.IC, WORKS <br /> <br />TABLE NO. 9. (,~~nc]D~~d)~FI,:I.d C.Rl'r}'ln.,g C.a~a~~t!. ~.n. .~nch~~, of ~~t~r In <br />the ~[ulched. Sa~~rat1on .p"tts.. <br /> <br /> . Weight Hygro- . Field Carrying ,. . Availl1ble Water <br />Depth per scopic Capac~.ty Capaci ty <br />Foot cu. ft. Coefficient Percent "Inches Percent Irtches <br /> Bertrand <br />1 . 79.3 1L,9 29,0 4042. .. .1.7.1 .2.61 <br />2 86.7 12.5 2404 . 4,07_ 11.9 .1,98 <br />.3 91,8 12.0 21,2 3.74. 9.2 1,62. <br />4 90,8 1004 21,2 3.io ," ,. iO.8 1.89 <br />50. 80.6 9.8 . 20.9 '. 3.4i. ... . H,l. 1.85 <br />6 84.6 9.7 21,0 3.42 11,3 1,84 <br />Ave 86,6 11,0 23,0 3.81 11.9 1.97 <br /> <br />I <br /> <br />efficients of each foot section to six feet of the soils from various <br />points. <br /> <br />Available Water Capacity. The available water of a soil is that <br />portion of the .moisture content which can be utilized for plant growth. <br />The available water capacity is obtained by substracting the hygro- <br />scopic or nonavailable water from the field carrying capacity. . The <br />amount of available water a soil will hold is the important. fa:ctor from <br />a cropping standpoint. The amounts of ~vaihible water that various <br />30ils of this project will hold in each foot section, together. with the <br />averages, are shown in. the last two columns of Table 9. The <br />available water is shown in both percentages. and inches of 'water. <br /> <br />Moisture Eqrrivalent. The labor involved in establishing saturation <br />plats and the difficulty of getting sufficient water for saturation <br />lin:lited the number of such studies. It was desirable, therefor, to use <br />some laboratory method for making studies of the field. carrying. <br />capacities of soils in other regions than those where the. saturation <br />plats were located. For this purpose the moisture equivalent' of the <br />soils was used. <br /> <br />Table 10 shows the relation by foot sections between the moisture <br />equivalent of a soil and the field carrying capacity, as. determined <br />from samples taken from. the m~lehed saturation plats. This relation- <br />,ship is shown for each foot section of soil. It will be noted that <br />tl,1e moisture equivalent is always less than the field carrying capacity <br />for the surface foot, but more than the field carrying capacity for ~he <br />~ections of soil below the first foot. .The average field carrying <br />capaci,ty for the upper six feet of soil was found to be 91. per cent <br />of the average moisture equivalent of the same samples. While this <br />might not hold for an individual foot section of soil, it does hold <br />within practical limits when the upper six feet are considered. <br /> <br />In order to. get data on the moisture holding capacity in various <br />parts of the area, samples were taken on representative soil types <br />thruout the whole project. (See Map 1) Moisture equivalent and <br />hygroscopic coefficient were determined on each foot section of .these <br /> <br />I <br />J <br /> <br />I <br /> <br />I' <br /> <br />l j.." <br />. <br /> <br />~2V <br /> <br />. <br /> <br />. <br />
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